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Home My WebLink About02 0276~W ti aF;ZEMaF2TC]N F:>EI=ZM X i CEIVTEF:Z 286 4th Street, Bremerton, 144 98337 Phone: ( 360 ) 4.78-5275 FAX: ( 360 ) 478-5278 BUILDING PERMIT Job Addr: 2900 WHEATON WAY Permit No: 02-0276 Location: ALBERT -SON'S GROCERY Status: ISSUED Parcel No: Applied: 06/03/2002 Issued: 07/02/2002 Applicant: ALBERTSON'S 206-522-'9570 Expires: 12/29/2002 9703 3RD AVE NE SUITE 203SEATTLE WA 98115 Owner: ALBERTSON'S 206-522•-9570 9703 3RD AVE NE SUITE.203SEATTLE WA 98115 Contractor: SIERRA CONSTRUCTION CO INC 425-487-52OLic #: SIERRCC145NB Exp: 03-31-2004 19900 144TH AVE NE WOODINVILLE WA 98072 Subcontr: Desc: RETAINING WALLS & STORMWATER VAULT Valuation * Permit Fees: 1,324.15 Total Calculated Fee: 2,189.35 1.59,000.00 * Plan Check Fees: 860.70 Additional Fees: .00 Other Fees: 4.50 Total Permit Fee: 2,189.35 **?IC�CYC'AC`�'Y(�f*�iKXC7KXC)ICkf7Km*�**`X'A(:IS?KYtXCM'.Yf%K:K*%K'A' �**�C�C**`�C)KYtYfNCXC`.K1K*yCX4;K'X,�C�YC7KMf1I(W X(kCMfiK�fkC%C'aC',1':KdC'af�C*7K YC XC3Fi�CY;�C;Kif�CYCYC%K:KYC This permit shall become null and void if the building or work authorized by this permit is not commenced within T 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building official to see to it that required inspections are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building official of required irrspections may result in the stoppage of the work until such time that the permit holder can substantiate to the building official ,that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The grsnting of a permit doea not presume to give authority to violate or cancel the provisions of any others to or local lawregulating construction or the performance of construction. Signatur'�e: _ Y! a4- Date:--- Niz caytify kat I am 8itwpt from 00 r-Mir€ff1Ent§ & th§ at&te Wftfac-t@09 lawq UF14@f Section 3, Chapter 126, lawn of 1967. h@TiA Ay'@nom - .----- — D§W_ NtNC7��W.*1K%CY.c��Y�%�Nc��K�M:�K:K*�C�Krk�K��K Permit Center --Approved By: JAA Date: ,� E3FRaMaFRY'aN F='aRMX-r CaMraFZ 286 4th Street, Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Building Permit No: 02-0276 Job Address: 2900 WHEATON WAY Status: ISSUED Location:' ALBERTSON'S GROCERY Issued; 07/02/2002 Assr Acct No: Expires: 12/29/2002 TESTING: Must be recognized by the Washington Association of Building officials SPEC.INSP, Must be registered with the State of WA ST OF WA. State of WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health Distrd�cf 478-5235 ALL. INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE.: PERMIT CEN 1 E (360) 478-5275. Permit oldir 's Signature - Date: - old r�7�7Yiv2 �_ R E Q U 1 R E D I N S P E C T 1 0 N S Item: 01100 FOUNDATION -FOOTINGS Dept: BLDG Division: Item: 01200 FOUNDATION-JAIALLS Dept: BLDG Division: Item: 01700 FRAMING Dept: BLDG Division— Item: 02701 FINAL --FIRE Dept: FIRE Division: Item: 02700 FINAL ----BLDG Dept: BLDG Division: TESTING: Must be recognized by the Washington Association of Building officials SPEC.INSP, Must be registered with the State of WA ST OF WA. State of WA Dept. of Labor and Industries 478-4921 HEALTH: Bremerton/Kitsap Health Distrd�cf 478-5235 ALL. INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE.: PERMIT CEN 1 E (360) 478-5275. Permit oldir 's Signature - Date: - old r�7�7Yiv2 �_ BRFMERTON PERMIT CENTER a PERMIT CONDITIONS Permit No: 02•-0276. Page: 1 Job Address- 2900 WHEATON WAY Applied: 06/03/2002 Assr Acct No: Approved: 07/02/2002 Location: ALBERTSON'S GROCERY Issued: 07/02/2002 Applicant: ALBERTSON'S Owner: ALBERTSON'(-- Contractor: SIERRA CONSTRUCTION CO INC Description: RETAINING WALLS & STORMWATER VAULT Conditions: 1. A)Ma.intain fire department access around building B)naintain 3f•t clearance around fire hydrants Permit Ho 's Date Signature_ l ___ �_ P OF B1�16[ -Ar or f of 6)rrupancr Mpartmut of Communitp �ebttopmtnt %J =q&a& awed #,aj� 1�7 rk uggetemod4 4 sem los 4 1414 Z aAtvss gaaza y eode, ad ad#&d 4 ale Owwtat" xw-ee� eode, wr *" a4t at tk tUUC 4 laauaaee, tk-J aGuctune 41" ccs C0Wgra9ce WCd &# Wj&&ti240 �" eoadou atioa on cae, ISSUED TO: ALBERTSON'S GROCERY STORE SITE ADDRESS: 2940 WHEATON WAY Type of Occupancy Occupant Construction Classification Load Common Use VN M 744 GROCERY STORE Permit Number: 02-012/3 Date: 02/03/2003 J/ t Chris to er Hupo, Dir c or Special Conditions: THIS IS A 30 DAY TEAtOWY CERTIFICATE OF OCCUPANCY:: 1 Approved Deed Of Conveyance is completed for the public utility work.` 2 Approved Warrant Bond is provided for the public utility work. 3 Approved Right -o -Way Dedication is completed. TIIIS CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE Valarie Wolf - Albertsons Page 1 From: Paul Wandling To: Jim Svensson; Valarie Wolf Date: 1/31/03 9:31 AM Subject: Albertsons 30 day revised Temp Certif of Occupancy can be issued. Condition of Final Occupany Approval is: 1. Approved Deed of Conveyance is completed for the public utility work 2. Approved Warranty Bond is provided for the public utility work 3. Approved Right -of -Way Dedication is completed. CC: Mike Mecham it L S88*39'22"E 578.64' a go O k IR Di I cV O 77� PAR #1240 I -STY. CONC. BLOCK BUILDING /A TO ( ;,tw,%op, cl C;E 46.77' DEED) P (N89'03'36"W DEED) 46.77' A N88'39'22"W 29.43 45.24' EXISTING PARCEL 6 I -STY. 0. WOOD 0 w FRAME BLDG. 0. 0 0 0 0 w 0 J 0 Li w w 146.24' 0 - !o `in N 88'39' 22" W D Lo to in 0, REVISED PARCEL 6 0 C) Z Z IR Di I cV O 77� PAR #1240 I -STY. CONC. BLOCK BUILDING /A TO ( ;,tw,%op, cl C;E 06/11/2001 15:27 3604785278 ;orded Return to: COMMUNITY DEUELOPMEN f 286 4`" street • Dremertom. WA 98337 APPLICATION FOR REVIEW BOUNDARY LINE ADJUSTMENT PAGE 01 .17 i1 J U N 2 2 2001 u BREMERTON BUILDING D=PART!n"i,IT Notice: chis review is advisory only. 7'he City has not assumed approval authority for Minor Boundary Line Adjustments. Minor Boundary Line Adjustments are exempt from Plat, subdivision, and Dedication raquiremento as outlined ,n KCW 58.17.040(6). A review of a Boundary Line Adju9tment mu5ti be accompanied by the former and :he new legal description and a map drawn to scaie. The map must iricluac at least the following irformatior: (a) 7imension5 of the 5ubject parccis. (b) Proposed 3oundary Linc Aciju6sment(e) (c) Distances between vroverty lance and all existing structures following the adjustment. 'lease complete the following table =or each parcel (lot) invoiveo in the proposed ,SdJustment. Parcel '1- Parcel "Y" Parcel -ourty %.ssessor's IAent,fication-a-173g i a -034 — �bvreviated _coalS� 7ie5c-ipr,on: Yq NW Yq,N4=v4 't Z4 p,9-16 N W Y4 %e.c 1Z T2.4 21'c °arcel5�zc: �.� •Peer-eS D.lo9 ��s Primary Use: �'Q d.(►�yyt v,' 'uQ C �,r1r�y'1. ?resent Proper'y Owner Owner's Address. Phone Number - Reviewed by: Date: BREW_ T011I, FIRE DEPT. 817.PACIFIC AVE. rD 1 0 V-) BREMERTON, WA 98337 (360) 478-5380 a FIRE MARSHAL'S OFFICE Fire Marshal 478-5384 Deputy Marshal 478-5385 Public Educator 478-5393 ©(x., FIRE PREVENTION INSPECTION REPORT Date: -7 h® Time:. Fire Management Zone: Business Name: Located at: ti —I,— Owner/ Manager: ne:eL`� Occupancy type: our attention is called to the following violations of the Uniform Fire Code and/ or other applicable State and Nation Wes. We appreciate your cooperation in correcting these violations on or before the date listed. Failure to correct the olations will result in such further action as the law requires. No Deficiencies Found (Thank you for your conscientious effort) Date of last service: A re -inspection will be made at the end of a specified time. Extinguishers Please submit a letter of compliance when these items are corrected or fax to 478-7257. Alarms Have vour portable extinguishers, fire alarm and fire sprinkler systems serviced by a certified Sprinkers technician. This must be accomplished on at least an annual basis. UFC Sec., 1001.5.1 Hood Have your range hood suppression system 11 serviced every six months, by a certified technician. Correction Date: )pro o► �� J S S v! n1 K P 4 V-11 I K /3 V u'4:'i 60> . �rn-- C— '�S 11 CA- t YO -Q-44 6*c- (5� i 141A - dI Q C C S 9 Owner/ Manager Inspector ' 1 .j ■ww ww �) wewreww��. CITY OF BREMERTON • 239 4th Street s Bremerton WA 98337 -- Department of Economic and Community Development July 11, 2001 Ms. Annette R. Fortune Penhallegon Associates Consulting Engineers 750 Sixth Street South Kirkland, WA 98033 Dear Ms. Annette R. Fortune: cc: Chris Hugo, Director Albertson's Inc. file It is our understanding that you are proposing to use property at Wheaton Way & Sheridan Road for retail commercial. Based on your proposal, the following is a summary of the major points discussed at the pre - application meeting held Wednesday, July 11, 2001. Building Division: 1. No comments. Land Use Division: 1. If one-story wood frame building is to be removed, then no setback is required. 2. If one-story concrete building remains, no side yard set back is required on the north boundary line. Engineering Department: 1. No comments. Cross Connection Control: 1. No comments. Fire Department: 1. Provide 24" address numbers. 2. Provide a Knox box key safe. 3. Provide fire flow and hydrants for building and parking UFC App III A & B. 4. Provide fire sprinklers per NFPA 13. 5. Provide fire alarm system per NFPA 72. 6. FDC shall meet Bremerton Municipal Code 18. 7. 2 Storz adapters and markers. 8. Provide all weather Fire Department access to all areas of bldg., mark import areas. No parking tow away zone. 9. Provide fire extinguishers per UFC 10-1. 10. All exits and emergency lighting per UBC -10. 11. Provide computer drawing of the building and an emergency plan for bldg. and employees. Traffic: 1. No comments. • Celebrating 50 Years of Freedom 0 A July 11, 2001 Page 2 These comments are based on information that you had provided prior to and at the pre -submittal meeting. If you have any further questions, please call me at (360) 478-212. Sincerely, Larry Craze Building Inspector/Plans Exam. Department of Building and Planning LC/mh PACIFIC LAND DESIGN ALBERTSON'S BREMERTON, WA 01599.10 LOT CLOSURES Lot name: REVISED -PARCEL 1 North: 220169.2752 Line Course: N 01-45-36 E North: 220482.3072 Line Course: S 88-39-22 E North: 220468.7366 Line Course: S 01-11-14 W North: 219852.9151 Line Course: N 88-39-22 W North: 219856.0812 Line Course: N 01-11-14 E North: 220058.8184 Line Course: N 88-39-22 W North: 220062.2481 Line Course: N 01-45-36 E North: 220162.2036 Line Course: N 88-39-22 W North: 220165.2391 Line Course: N 88-39-22 W North: 220169.2752 East: 1557114.7774 Length: 313.18 East: 1557124.3955 Length: 578.64 East: 1557702.8764 Length: 615.95 East: 1557690.1152 Length: 135.00 East: 1557555.1533 Length: 202.78 East: 1557559.3545 Length: 146.24 East: 1557413.1525 Length: 100.00 East: 1557416.2237 Length: 129.43 East: 1557286.8293 Length: 172.10 East: 1557114.7774 Perimeter: 2393.33 Area: 237,153. sq.ft. 5.444 acres Lot name: REVISED -PARCEL 6 North: 219859.5585 Line Course: N 01-45-36 E North: 220062.2481 Line Course: S 88-39-22 E North: 220058.8184 Line Course: S 01-11-14 W North: 219856.0812 Line Course: N 88-39-22 W North: 219859.5585 East: 1557406.9247 Length: 202.79 East: 1557413.1525 Length: 146.24 East: 1557559.3545 Length: 202.78 East: 1557555.1533 Length: 148.27 East: 1557406.9247 Perimeter: 700.08 Area: 29,860. sa.ft. 0.685 acres JUN 2 2 2001 BREMERTON SUIL DING DEPARTMEHIT out-ex-1-6.prn Pacific Land Design ALBERTSON'S--BREMERTON, WA 01599.10 LOT CLOSURES Lot name: EXISTING --PARCEL 1 North: 220482.3072 Line Course: S 88-39-22 E North: 220468.7366 Line Course: S 01-11-14 W North: 219852.9151 Line Course: N 88-39-22 W North: 219856.0812 Line Course: N 01-11-14 E North: 220158.7973 Line Course: N 88-39-22 W North: 220162.2036 Line Course: N 88-39-22 W North: 220165.2391 Line Course: N 88-39-22 W North: 220169.2752 Line Course: N 01-45-36 E North: 220482.3072 East: 1557124.3955 Length: 578.64 East: 1557702.8764 Length: 615.95 East: 1557690.1152 Length: 135.00 East: 1557555.1533 Length: 302.78 East: 1557561.4263 Length: 145.24 East: 1557416.2237 Length: 129.43 East: 1557286.8293 Length: 172.10. East: 1557114.7774 Length: 313.18 East: 1557124.3955 Perimeter: 2392.33 Area: 222,578. sq.ft. 5.109 acres Lot name: EXISTING --PARCEL 6 North: 219859.5585 Line Course: N 01-45-36 E North: 220162.2036 Line Course: S 88-39-22 E North: 220158.7973 Line Course: S 01-11-14 W North: 219856.0812 Line Course: N 88-39-22 W North: 219859.5585 East: 1557406.9247 Length: 302.79 East: 1557416.2237 Length: 145.24 East: 1557561.4263 Length: 302.78 East: 1557555.1533 Length: 148.27 East: 1557406.9247 Perimeter: 899.08 Area: 44,434. sq.ft. 1.020 acres Page 1 ` 'hqn Recorded Return to: •% 286 4`" Street 0 13rem rton. WA 98337 APPLICATION FOR REVIEW BOUNDARY LINE ADJUSTMENT it JUN 2011 Nonce: This review is advisory only. 7*he City has not assumed approval authority for Minor Boundary Line Adju6tment6. Minor Boundary Line Adjustments are exempt from Plat, 5ubdlviai0n, and Dedication requirements as outlined in KCIV 58.17.040(6). A rev;ew or a Boundary Lint Adjustment must be aGcompanied by ;,he former and :he new legal 6je5cr•pt;on and a map drawn ;o scale. The map mu5t nc!uae at teaqt the followirg informat:or: a) 7imension5 of the 5ubicct parcci5 'b) '-opoyea 3oundary Line Adju6tmeht(5; (c) 7istanccs between croversy lines and all existing structuro8 following she aaju5tment. 5'lea5c �;Gmvlcse ,he `ollow,ng ;able 'Or each varve: (lot) invowca in :he proDOSed AcijuStmemt. Parcel . .. ?.9r. -el "br Farce! ..y.. ourty -�SSe550r'9 iaentification 1 1 }a,1cI - 7-03.1— �.bvrev�ateci _egai Pori rn*T sk1 y4 , V- Yw 4 -r 24 rz9-l E W VV Yq Set-- T 74 a 21 c ?arca �3;ze-. �.�t9 Aares ?r;mary nn Present �roper'%y �wner' .� (�V��YI�j `n�' �"I►uvt.c�tl-1�`��1,5 Owned 5 Aadre59.% 11 ( I D "Home Number- Revlew&A 7y. Date: W, ('M 19,001 RECEIPT RECEIPT NumbeT: 02000541 Amountk 2,109.3S 07/02/02 00:0-1 Payment MeNed; CK Notatkno Werra ck , -------------- --------------------------------------------- Init: VW w Permit No: 02-0276 Type: BLDGONLY BLDG PERMIT -NO MECH./ Site Address: 2900 WHEArON WAY Location: ALSERTSON"S GROCERY Total Fees: 2,189.0 PayffuenL 2,189.3S Total ALL Pmt.: v4 2, IS9 .35 Balance; .00 Account Code DeSCT iPtAi-I Amount 16-322.1001 1"122111", BUILDING PERMIT FEES 1,32A.1z':, 16-345.0300 (4580) BUILDING PLAN CHECK FEES $60.70 643-237.10 (0206) STATE.OF WA SURCHARGE ----------------------------------------------- ---------------- 4.50 0 ®®®AMA= SIF7TLER CONSULTING ®®®ENGINEEiiS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 95005 (425) 450-4075 FAX (425) 450-1076 STRUCTURAL CALCULATIONS FOR: DETENTION VAULT ALBERTSONS STORE #443 WHEATON WAY AND SHERIDAN ROAD BREMERTON, WASHINGTON PROPOSED BY: JOB Bremerton Vault SHEET NO. COVER OF CALCULATED BY jch DATE 3/21/02 CHECKED BY DATE SCALE JOB NUMBER 02-25 PACIFIC LAND DESIGNS �' 9079 - 31D AVENUE N.E., SUITE SEATTLE, WA 98 115 ON B 410, U/ t S.`. (206) 522-9510 ��,y, APPROVED s , :a JUL 012002 IDESIGN CRITERIA: 0a "M CODE .................................. UNIFORM BUILID* ODE, 1997 Edition VAULT LID LIVE LOAD.......... CASE I: HS20-44 TRUCK LOAD CASE H: 250 PSF FOUNDATION DESIGN PER REPORT 0 -91M -13802-A, DATED JANUARY 23, 2001 BY AMSC EARTH & ENVIRONMENTAL, INC. ALLOWABLE SOIL BEARING IS 2500 PSS. ALL FOUNDATION WORK TO BE IN ACCORDANCE WITH THIS REPORT. SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd.; Suife 100 Bellevue, WA 9800 (425) 450-4075 FAX (425) 450-4076 JOB � A ' - SHEET P!0_ OF CALCULATED BY DATE SCALE i SHUTLER ® CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425)450-4075 FAX (425) 450-4076 JOB �/ `�'+��1 dt! ►/rift-� L-% SHEET NO. a OF CALCULATED 8Y J%# DATE SCALE 14 12 X10 LU O v 3 O U 6 O r= V = 4 2 CONCRETE TECHNOLOGY CORPORATION LUJ 1211/2 " ULTRASPAN This Span -Load Table is intended as an aid to ----------------------- preliminary sizing only, and must be interpreted using sound engineering judgment. --V---1,-%---------------------------------------------------------I s � - N� ------------------------------------------ r-------�--------�--- N- --------------------- - - - - - - - - - - - - - - - - � 0+ 13 15 17 19 21 23 25 27 CLEAR SPAN (ft) GENERAL NOTES: 1. No Traffic Impact 2. No Concrete Topping 3. Concentrated Loads Distributed over max. of 3 slabs & over area per AASHTO 6.4.1 4. In absence of soil cover, 3)K minimum concrete topping or 6" total base & asphalt is required. 29 31 33 35 37 CHART NOTES: 1. ® = Number of strands required. 2. Clear Span ,Brg to Brg. 3. Knee Wall Lihe = Max Allowable span under given soil depth without the use of a knee wall at manhole openings. 4. DO NOT extrapolate beyond the bounds shown on this chart. L I A A 11 ir, A /1n Inf-no /1P" nnr-t, rnr (neNr-f1 /1/1a I�P9 r. .... ..... . .. .. ... _ DIMENSIONS FOR DETAILING N N T-101/2' 11/16' SPAN -LOAD TABLE (4'-U- Mnllnal vvicin) ALLOWABLE SUPERIMPOSED LOAD in pounds per square foot Effective Prestress (KIPS) No. of 1/2" e STRANDS SIMPLE SPAN in feet 28 32 36 40 44 48 52 56 60 70.7 3 78 44 20 77.7 4 126 80 49 26 101.3 5 174 117 78 50 27 124.8 6 221 153- 106 70 43 23' 148.4 7 267 186 129 89 59 36 172.0 8 307 216 153 108 74 49 29 195.5 9 343 243 174 125 89 61 40 23" 219.1 10 378' 270 195 142 103 73 50 31' 242.7 11 413' 297 217 160 117 85 60 40 24" SECTION PROPERTIES (with shear keys grouted) A = 313 int Zt =1019 in3 Zb = 947 in3 w = 84 psf I = 6136 in4 Yt = 6.02 in Yb = 6.48 in (VOTES: 1. The values given in this table are based on hollow core slabs without shear reinforcement. Superscripts (1, 2, etc.) following values in the table indicate the number of filled voids required at the ends of slabs to develop the allowable superimposed load. See page 2, "SHEAR" for discussion. 2. Asterisk (') following values in the table indicate that the total deflection under all loads is greater than L/360 but less than L/180. 3. Interpolation between values is acceptable. Do not extrapolate values into the blank spaces of the table. 4. These Span -Load Tables are intended as an aid to preliminary sizing. Sound engineering judgement is required for the application of this information to specific design cases. WOT A 9 A 8411 IF' A I' l 4 SHUTLER JOB'4A)1,e_M.-! ;JffkCL� - ® CONSULTING ENGINEERS, INC SHEET NO. OF 12503 Bel -Red Rd., Suite 100 CALCULATED BY y(� Bellevue, WA 98005 DATE�� (425) 450-4075 FAX (425) 450-4076 SCALE __ ixc,rc - $�0 ; /�xrk LogoLo _a•v - - SI-IUTLER ® CONSULTING ENGINEERS, INC IM IM 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB s Z6LC�f `�a� V�{ -r SHEET NO -- OF CALCULATED BY �6r6A/ DATE � _D lc� SCALE all SHUTLER COs CONSULTING SHEET NO ® ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 CALCULATED BY Bellevue, WA 98005 DATE (425) 450-4075 FAX (425) 450-4076 SCALE - - -- = - _ fry - .- -- -- _ .__ _ _ - - - �--=-= a 5 � �=--- - �. " G • � � ecu � , ' - D � l,�l __ �� _� �C /� ------------ �� -- (��CJ �✓�i(�,�� -� � � •gyp; SI-IUTLER ® CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., suite 100 Bellevue, WA 98005 (425)450-4075 FAX (425) 450-4076 JOB SHEET NO OF CALCULATED BY DATE SCALE I , . ... ....... . r SI-IUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO OF CALCULATEMBY �, V DATE SCALE ® SHUTLER ® CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. OF CALCULATED BY DATE _ SCALE i lyfl iia -------------- - - --- -- ---- - — ----- ----- ; - -- --- --- ;-- —_ �<'� moo ;i�;.�•')- 411, ------- -- -------------- - - --- -- ---- - — ----- ------- ® SI-IUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET N0. OF CALCULATED BY y��e DATE SCALE Wflk a' --- r VA ® SHUTLER ® CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOBy2 SHEET NO-.•— CALCULATED O.•CALCULATED BY DATE SCALE --- ---:�o/L !/A'_- la%)(j��ems) UJU000 /rU' T v� , U"65 .----- b P6': ��7 � � 4 ` � r l � ' � � � �•$�� amu. V' U � �% ��(j'-------- -- -. . -- -- /U/AJ - . —U -U6 JOB - SHEET NO. OF CALCULATED BY DATE SCALE W6 IY-6 124 2.1 J'o Ai-vo 4AW A/R. 7;1 NI - Heavy Duty Gratin GRATING SAN ALAMITOS, CA - TEL (800) 321-4314 a FAX (562) 598-2740 WOODBURN, OR - TEL (800) 942.4041 S FAX (503) 980-2068 ❑ SAN LEANDRO, CA - TEL (800) 491-1212 - FAX (510) 351-8094 SEATTLE, WA - TEL (800) 243-3939 o FAX (206) 575-6455 PACIFIC TURLOCK, CA - TEL (800) 491-7999 o FAX (209) 669-2204 www.gratingpocific.com BEARING BARS 1-3/8" ON CENTER, CROSS BARS 4" ON CENTER (2" ON CENTER CROSS BARS ALSO AVAILABLE) H•20 TRUCK H -IS TRUCK H• 10 TRUCK AUTO TRAFFIC 5 TON FORKLIFT 3 TON FORKLIFT 1 TON FORKLIFT BEARING 85 SECTION MOD. CROSS RAR H•20 TRUCK I H -I5 TRUCK H-10 TRUCK AUTO TRAFFIC S TON FORKLIFT 3 TON FORKLIFT i TON FORKLIFT BAR SUETpiri:9-LFT. PER SO. FT. PER FT OF WIDTH SUE MAXIMUM SAFE SPAN 1 x 114 8.9 0.36.4 SEE 1'-0' 0'.10' 0'-7' 1'-3' 0'-7^ 0'-6' 0'-6- I x 5116 10.8 0.•455 SEE 1'-1' 0'-10' 0'$' 1'-6' 0'-8" 0' 6- 0'•7^ 1 x 3/8 12.8 , 10:7133 0.5 45 =u-��w 1'-1' 0'•11' _1n'�S 0'•9' 1'$' 0'-9' 0•-7' 01.9" -''I 1-�^1mri-T1/rl444-s=x53141 c`< 9.8 0 -0 l. �ki - .:r^ =1D� t7f .. . ='-119' /8 120 5 8Z: _: 1' 1'-3' 1'-0' 11-1" i, 2'-1" 2'-5' 0 9" 0'-10" :09T._"r`: % :. 1-1/2 x 1/4 12.8 0.818 1-3' 1'-1" 0'-11, 2'-5" 0'-11' 0'-9' 1'-0" 1-1/2 x 5116 15.7 1.023 BAR 1'-5' 1'•3' 11•1' 2'-9' 1'-0' 0'-11" 1'-3" 1.1/2 x 3/8 n1'-3/4 X`I!4`�ry •-- 18.7 v`�r= _x14.8- 1.227 ` _ - 1'$' 1' 4' "'--"�'':L=3''. - 1'-3' �`0-1'•2'`"�-` 3'-0' Y';3=1" 1'-1" :17=1•- 1'-0' - '0'71' 1'-6" .:;1•�•-:: -1=314'k-5 1175: '^ `'+ :182` 1.067 1.333 CHOLA e 1'$' 1=6- - ";' 1.7°- _ - `�^S� 'I 3` = 2'-1' 1••a 1'-10' :13/4x 318•..8'-- 18.5 _ ; •142 .« . - i .. 1.600 - ' 1.350" - - f� 1'-10 1'$. !a - .. 1 : - ; - '` I'-3' 2'•2" x l'=10'.,1. . 2 x 1/4 2 x 5/16 16. 20.6 1.-455 1.818 TABU; 1$' 1'-17' 1'.6" 1'-9' 1,--4• 1'- ' 3' I l' 4'•2' 1'-3' 1'-2' 11-91 2 x 3/8 , ,... Z:I/4 5 I6 ':. 2.4.5 8_T, t'29;x�nr ? _ 2182 `•i' •?1"_841 _.; - . PAG! Z'-1' L`,Y:.:=- 2'-0' 1'-10' ?��',I'11::�-�• 4'-5' sem- lY$' 1: 1'-7' 2'•6' x / ,,.er..._.: 18r: 1 1. u K- 3: p::,- ,. .1.3011 „.. = _ •:2'-Z . �..; ;"'2'-0' '.:s2::4` ' r 6' 4' 6' .S'9' _ .1'-8'- G rZ-114:x3 ^-.x.�..,.._ct:.ce.'?T:S:?`:_: 19.3 _:;:2]61 r .., _ :'•*•' - �;rc.� _ .: _ ,� 2'.6`; '� "',L: `��2.3•i �. �. ;� . - �:'Y=O•:..__' .•::yr.07.�.. - = 2-1/2 x 1/4 20.7 2273 Y-2' 2'-0° 11•11" 4'-10' 1 .11" 1 3° 2 7" 2-1/2 x 5/16 25.6 2.841 10 T-6' 2'-5' 2'-4' 5'-3° 2'-0' 2'-0" Y-3- 2 -1/2 x 3/8 30.4 ::;•. 3. -- - .. ,.:a:.._ :•. �•_ " _ _ _.a.�2.$. ,�-.2_7.x,-..�.- a ..-a�5=10� M.urr7`'.:_::w..:c:l'=9•:W=...:.-:-��=8'::;.:: _ - _ -`-'3=9• n ••: 7,3-1/2x 1 _�.. � » ^- ^' ^ �_ -. ,.,,".x4.09L.c%.-- ,::' a 4.455 �• _•:; ��- Z33-- , 3'-6• T -':3'-2' -&X-21 F irr - 3'-5' _ ZF. __ 3'-5' y '=3°: 6-1W '�;':2;-9•;�-a: 2'-11' - �y,,,,, 9:.: , - '. 3'-0' :�:�7•.. =t1=11' -'o 0' 3-112 x 1/4 28.6 3-1/2 x 5116 3-1/2 x 3/8 35,5 •423 5.568 6.682 3'-4' 4'-2' 4'-1" 4'-2' T-4' 3'-9' 3'-8- 5'-5' %•"a:» 32 `x+15 r g: rs-:, x.. -:.s': t�.: ' ». i"_.:::,�N- - - - - •4'_70' �^ •.-_ - _ - - •4'_10• nr. . '.,_ - ..3 4'-1 -a • 13-_ 4'__:s•9 ,=S-4';>'* ;r� . �. -�.' 7' :9- ' F_ -t a .8!-4' 3r 4'-Z' F .r3?9•: :1:"'-`.Ri5=9"=`';r :�$'.�� 4._5" '.:5:_5'1:;:: 5: 9" - - - 416T :.,. _ •- := `� _ 3 6"^ - .... - Vis.: ;..• ...-�..-.- •.�_... 5x1/4 5 x 3/8 40.4 60.0 9.0919..9. 13.636 6-0' 6'-0' 6'•2' 9'•9• 5'-T 5'-11' 7-2• 5 x 1/2 �..__ : 79.3 18.182 8Z - - - 6-10' i-6' 6'-I1' 7-7 7•-0- 7'-9" 11'-2' 12'_3 , 6'-7" 7'_3° 6'-10° T_6- 8'-3- g•_1• P:: ,x1 .p ... WN, • ;:s6�7ci/ ,• :; r�:xal%r,„�`si�;,_.,- r . ''s�:�5:0.::.c::s.: 56.3 83.5 :r, ]F i3 09I . " 41 _ �-r __ �.:�s:2i6a78Z•:.;;c_- 17.818 26.727 _ _ {. - _ `eC:t::: -- ^' - "^ Y - - _ _. x= x '"�;s'"�.:..-_- ---r::J'-Ci;:_: •••.,Cn,- _. �+ - •->a 9'-4' r ., c `'%�__ - 3'-r`; ` ='x' _=L°' - 9'-5' !P5^- Y 8':5'... ,,;+�, � 9'-7' r- j:l�'�i=8 . _'.'•' .�.. . _ r•�:,.i�$.:; - 13'-i �.J_+,'.x��"Li'�-. ::a'' . "" 7.=17' x... r 8'-1' .,r.Zg�•"r.,_.e,., !;Z 8'-4- r$ -- - 10'-1" 7 x 1/4 7 x 3I8 7 x 112 110.6 1 35.636 5 x 3/8 9'-6' 10'-6' 9'$" 10'-7' 9'-10" 10'-10" 15'-7' 17'-2' 9'-3" 10'-2' 9'-7" 10'-6' 11'-8* 12'-8• GRATING SAN ALAMITOS, CA - TEL (800) 321-4314 a FAX (562) 598-2740 WOODBURN, OR - TEL (800) 942.4041 S FAX (503) 980-2068 ❑ SAN LEANDRO, CA - TEL (800) 491-1212 - FAX (510) 351-8094 SEATTLE, WA - TEL (800) 243-3939 o FAX (206) 575-6455 PACIFIC TURLOCK, CA - TEL (800) 491-7999 o FAX (209) 669-2204 www.gratingpocific.com BEARING BARS 1-7/8" ON CENTER, CROSS BARS 4" ON CENTER (2" ON CENTER CROSS BARS ALSO AVAILABLE) H-20 TRUCK N -i5 TRUCK H-10 TRUCK AUTO TRAFFIC S TON FORKLIFT 3 TON FORKLIFT 1 TON FORKLIFT BEARING WEIGHT LBS. SECTION MOD. CROSS BAR H -2a TRUCK &15 TRUCK H-10 TRUCK I AUTO TRAFFIC 15 TON FORKLIFT 3 TON FORKLIFT 1 TON FORKLIFT BAR SIZE PER SO. FT. PER FL OF WIDTH SIZE MAXIMUM SAFE SPAN 1 x 1/4 1 x 5/16 6.8 8.3 0.267 0.333 SEE 1'-0' 11 -0' 0'-9' 0'-10" 0'-7' 0'-7' 1'-1' 1'-3 0'.7` 0'-7' 0'-5' 0'.6- 0'.6" 0'•7' 1 x 3/8 ... �'Li74'xll4�';"�'8:3'"" 9.7 0.400 �'0:4'I7� _ - _ - ->_�': 1'-1' -1 0'- 8 i'-6' 0'-8` 0�-6r•_�.. 0�$. �1= `4ic5 2214 ir3l3 ":GSs `lt.rt?0.600 =,a I`=tom:IXOSSr.:: ., : ""'' ...I•'3.;n,:;• N,,.,.,0,_ .j .,. . .. .:.-• "e: 1-1/2 x 1/4 c`< 9.8 0.600 7. '_._ - , �' . W2. V�::.la:c �ki - .:r^ =1D� t7f ^�- 8a. =IlT2 1-1/2 X 5/16 120 0.750 BAR 1' 1'-3' 1'-0' 11-1" 0'-10' 0'-11, 2'-1" 2'-5' 0 9" 0'-10" 0.-8. 0'-9" 01-11, i'-1' 1-1/2 x 318 1=374 X 1/4 ': x'� 1.1.1 ^`' .: "112'' •'". 0,900 i - 0.8 f _ 1' 4" n 1 4'"_ 1'-2" r_. :1 Z_. _ . 1'-0" :.,1.-0.- 2'-8' r 8' 1'-0" �..:Om _ll' ;-0'=10• 0'-10' =F - 1'-3' ' 1�.2•= " 1-3 Fx5 16' / _ .. 13.8 • e. 1.021: . SELECTION r - 1' S: ' • r.'3' :x:.1..5. I'=2:i z :. _s" 3:1• _ 0•i' _: =:0=y1.:. ;ir=l' S"-. �.1=314x3/8 2x1/4 16.33 12.7 .: µ,-1'•d' 2 x 5/16 15.6 1.067 1.333 TABLE 1-6' 1'$' 1'-6" 11•2' 1'-4' 3•-5• 3'-11" 1'•1' 1'-3" 1'-0• 1'-2' 1••a 1'-10' 2 x 3/8 .3=1'!4 z 1/4' "" 18.5 _ ; •142 .« . - i .. 1.600 - ' 1.350" - - f� 1'-10 1'$. 1'-8' 1, 6„ 1'•7' _ - .1 }" . Y' _ i'-1" _ '4=1' ]'-5" :a.; 1'-3"- -1' 4' _ ,a 1' 2�'_- - 2'•2" x l'=10'.,1. . 21l4x 5/16:" 17,4- 1.688x: -' 1•_"- 1'=9' -.:1' -T' -`-r .4-4'. _ l'-5" :'i:.._ :1'-5. 2.3• .2-:1%4:x3/8..;:r .: 1':. 20.7.':;" 2:025;.'• ., - - 2-1'. _ 1 - 1'.S - r 1'S' 8:.. _ 2$" 2.1/2 x I/4 15.6 1.661 1'-10' V.S. l'-7" 6' 4' 6' 11-51 �:1' _ ....:.• - .. 2' 3' 2.1/2.x5/16 19.3 2.U83 10 T-1' 2'-U' 1'-1]' 4'•10' 1'$" 1'$' 2'•9°'. 2-1/2 x 3/8 ,,r3xI/4'__;.Y-s 2-7.9 5!, 2 500 ?'•5' 2'-3' 2'-3- r 5'-2' 1 .11" 2'-0' 3'-3" - 3.x516•- =•";;•:-.. _ 3.4_.<•-.. ,- _3 000.. - _; - _° - --- ..5 - ..,.,3x3l8 - 3.600.:aca�.._. -- - .. ,.:a:.._ :•. 3._1,�,.•....r,� -- '�'i:6._2..-;:._._ M.urr7`'.:_::w..:c:l'=9•:W=...:.-:-��=8'::;.:: - 3-1/2 x 1/4 21.6 3.267 2'-10' 2'-9" 2'-9" 6'-4• 2'-5" 2'-6' 4.3" 3-112 x 5116 27.1 4.083 3'-5' 3'-4' 3'-4' 6'-10' 2'•11" 3'-i' 51-11 3.1/2x3/8 322 4.900 3'•11' 3'-10' 4'-0' T•3• 3'-5" 3'-7" 5=5' _ _ 416T :.,. _ •- - •F- ::-- _ 3 6"^ - •cam '-5_ _ =3t6•`i_ ="m�_3�'.-"6 - . �. -�•3 3. / • � •: �: ,. n..' .,.,-r, _.:.,va: 5333..: - _ - - - - _ � �,r -•'"'4:=�=- _ •.,m%4=4'"=`�+ - e9 - �' ' :x .3'$' _ - ••.�'3t-Il. - - - - - _ �'4;x:318c=..m."'",__�.c L aLsa36.5::.:,�,:. - ..�::b.400:>:,....... - '---•• - - :.. <:^•• -"��. s-�.i' , _ - � - -.. _- - 5 x 1/4 30.4 6.667tW51-01 S'-0' S'--33 ' 9'-0' 4'-6' 4'•10' 6-9- 5 x 3/8 45.3 10.000 6'-3' 6'•4' 6'-6' 115 6'-g4 ° " -29"' x 1/2 59.7 13.333 6'-10' 6'-71' -.r I0'-4' 6-9' 7'-0" 8'-7•5 M-,:-:9.600 -7- : = •. .-'; 61lo `': m0"10°,lr;=6=5'? T. 14.401L T6" TT' `.:. 71-10'5- ..•.6''-1"; 7 . T ' ^' 13$'.__ =°fii8'_L`aYYC .8'-5'•_ ._ 0-3',� i x 1/4.8'_7'x: 425 13.067 - 7' 9° 8.-o. 12 8- 7' 6" 9' 9 0' 7 x 318 7 x 1/2 6" 829 19.600 26.133 8'-9• a_7• 8'-10' 9'-1' 14'-0' 8'-7" 8'-11' 10'-11, 9'_9" 101-0' 15'-11' 9'-5" 9'-9' 12'•0" GRATING SAN ALAMITOS, CA - TEL (800) 321-4314 a FAX (562) 598-2740 WOODBURN, OR - TEL (800) 942.4041 S FAX (503) 980-2068 ❑ SAN LEANDRO, CA - TEL (800) 491-1212 - FAX (510) 351-8094 SEATTLE, WA - TEL (800) 243-3939 o FAX (206) 575-6455 PACIFIC TURLOCK, CA - TEL (800) 491-7999 o FAX (209) 669-2204 www.gratingpocific.com JOB 0341uk e'uti) V*u,-r - SHEET NOS �✓ OF CALCULATED BY �a DATE SCALE 71 I I ---- -- - -- -- _ �ssf aY --- - - '- - U'!'' -- 1.17 ® SElUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue; WA 98005 (425) 450-4075 FAX (425) 450-4075 JOB FAdf &'cjz-'j V SHEET NO. �'f' OF CALCULATED BY DATE 1p- -9-� Z)AI SCALE r A //J% ---- --_-. 1r7. n — ------ — V� - ----- --- ---- - _ mor -----=------ ---- -- --._ . .._ -� g � 4-L. - v' SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) A50.4075 JOB SHEET NO. BY-,j-C/4 DATE SCALE gr IAJ i 5)6' LETTER OF TRANSMITTAL Pacific Land Design 9709 Third Avenue N.E., Suite 203, Seattle, Washington 98115-2027 (206) 522-9510 FAX: (206) 522-8344 E -Mail: pacland@pacland.com Date: May 29, 2002 To: Valerie Wolf; City of Bremerton, Community Development From: Bill Fortunato Re: Proposed Albertsons Store #443; Bremerton, Washington Remarks Please find the enclosed two copies of the structural calculations for the stormwater vault for the above referenced project. If you have any questions or comments, please contact me. Thank you. 2002048.001/bra2mtr02.doc wff -- — C)a - Dc�--1 (p Building Permit Application clok C -)- City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 478-5278 6B 76" APPLICANT: DOWNER ❑CONTRACTOR VAUTHORIZED AGENT site ',�idress: Na 4:5-r Tax _lccount ;umber: Contractor License=: Te im Expiranon Date: Cor,.ract Person:`,g-rs ;57a-5,Scr7-.r Contact Phone=: a0�-o0YfL�raAIM Check the type of aDDlication for t ❑ SF RESIDENTIAL NEW ❑ DUPLEX ❑ 'VL-�.NFACTURED HOME ❑ RESIDENTIAL. REMODEL ❑ RESIDENTIAL ADDITION ❑ RESIDENTIAL REPAIR ❑ COMMERCIAL NEW ❑ GARAGE ❑ COMMERCIAL REMODEL ❑ ACCESSORY BLDG, ❑ COMMERCIAL ADDITION ❑ SIGN ❑ COMMERICAL REPAIR ❑ DEMO ❑ MULTI-F_A:MILY ❑ GRADING (Cubic yards: j ❑ TENANT IMPROVEMENT OTHER: �, sr.� 'em-, Vi�u�-=-� Scope of Work Proposed: v-4,&-5 w"072 - Square Footage: D«eihng: Garage: Decks: IS THIS PROPERTY WITHIN; 200 FEET OF A SHORELINE? YES NO�_ Valuation Plan Review Fee ( Permit fee v kAS )- 15 0, o D 0 I -applications for which no r -- o� 0 S�� th O I W t� 0 0 is issueg vithm 180 days f6L Surcharges ii State: S 4.3;0 the date of application shall may thereafter be returned to the applicant or d on by the applicant for a period not exceeding :ol of the applicant have prevented action from '-tion on an application after expiration, the app I ��-va API CTNATli RE: i vP�E Total Fees 1n, and plans 1 WC01 ;he building vitt ��" sho«zn- extended plan 0, V L . BREMERTON BUILDING DEPARVIEffl 115 South 8`h Street Tacoma, Washington, U.S.A. 98402-5203 Tel (253) 572-4975 Fax (253) 572-3096/ FIELD DOCUMENT TRANSMITTAL To: Albertson's, Inc. P.O. Box 20 Boise, ID 83706 Attn: Patrick Sullivan Date: September 9, 2002 Project No.: 2-93M-00466-0 Project Name: Albertson's #443 Project Manager: Don Miller Permit No.: Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above -referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Compression Test 3126, 3127, 08/27/02 09/06/02 Compression Test 3152, 3158, 3159, 3197, Compression Test 3210, 3211, 3212 Compression Test 3213, 3214, 3215. 3216 This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC. Cc: Freiheit & Ho Architects Sierra Construction Pacific Land Design C \WINDOWS\DESKTOP\Distribution\Albertson's #443wpd wpd Rex Harrison, Structural Engineer City of Bremerton, Building Dept. ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type- CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3126 Report Number: 1 Date Cast: 07/24/2002 Date Received. 07/25/2002 Placement: DETENTION VAULT S. SIDE SLAB & THICKENED FTG. Strength (fc): 3000 psi @ 28 days Mix I.D. No: 30 Supplier: HARD ROCK Load #.: Truck #.: 15 Ticket #.: 14151 Plant #: Batch size: 8 Water: 5 Admixtures: Test Result Date of Report: September 06, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs Slump (inches) ASTM C 143, 5 Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 63 Ambient Temp. (°F)* 61 N/A Weather: PARTLY SUNNY/60 - 70 Remarks. Time Batch Time: Sample Time. 9:00 Finish Time: 9:15 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 1 1 7/24/02 7/27/02 03 6.01 28.37 97005 3420 A 114% 1 2 7/24/02 7/31/02 07 6.01 28.37 111320 3920 A 131% 1 3 7/24/02 8/21/02 28 6.01 28.37 153085 5400 A 1800 1 4 7/24/02 8/21/02 28 6.01 28.37 142755 5030 A 168°% Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by Distribution PATRICK SULLIVAN ameCle Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report September 06, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 Nominal PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Date Attn. PATRICK SULLIVAN Project Mgr: DON MILLER Area Compressive Strength Architect: FREIHEIT & HO % of ID Engineer: REX HARRISON Cast Tested Contractor: Size Specimen Type- CONCRETE ASTM C 39 (lbs) (psi) Fracture Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M 1 Mix and Field Data 7/27/02 03 Sample ID Number: 3127 Inspector: JEFF DORER Actual Specs. Report Number: 1 Slump (inches) ASTM C 143: 5 1/4 Date Cast: 07/24/2002 Air Content (%) ASTM C 231: 7/31/02 Date Received: 07/25/2002 Unit Weight (pcf) ASTM C 138: 28.37 Placement: DETENTION VAULT N SIDE Concrete Temp. (°F) ASTM C 1064: 63 SLAB & THICKENED FTG Ambient Temp (°F). 67 N/A Strength (fc): 3000 psi @ 28 days Weather PARTLY SUNNY/ 60 - 70 6.01 Mix I.D. No.: 30 134415 4740 A Supplier: HARD ROCK 1 4 Load #.: Remarks: 28 Truck #.: 11 28.37 127550 4500 Ticket #.: 14162 150% Plant #: Batch size: 8 Time Water: 5 Admixtures: Batch Time: Sample Time: 12:00 Finish Time: 1210 Test Result Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required _ 1 1 7/24/02 7/27/02 03 6.01 28.37 81275 2860 A 95% 1 2 7/24/02 7/31/02 07 6.01 28.37 91250 3220 A 1070 1 3 7/24/02 8/21/02 28 6.01 28.37 134415 4740 A 158% 1 4 7/24/02 8/21/02 28 6.01 28.37 127550 4500 A 150% Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameew Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number. 3152 Report Number: 6 Date Cast: 08/02/2002 Date Received: 08/03/2002 Placement: SW WALL SECTION OF WET VAULT Strength (fc): 3000 psi @ 28 days Mix I.D. No.: Supplier: HARD ROCK Load #.: Truck #.: 9 Ticket #.: 14278 Plant #. Batch size: 7 5 Water. Admixtures - Test Result Date of Report: September 09, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JON LINDSAY Actual Specs. Slump (inches) ASTM C 143, 5 Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 68 Ambient Temp. (°F): 75 N/A Weather: SUN/75 Remarks: Time Batch Time: 12.15 Sample Time: 1245 Finish Time: 1.30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 6 1 8/2/02 8/9/02 07 6.00 28.27 105005 3710 A 124% 6 2 8/2/02 8/30/02 28 6.02 28.46 130450 4580 A 153% 6 3 8/2/02 8/30/02 28 6.02 28.46 123700 4350 A 145% 6 4 8/2/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameOlr Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3158 Report Number: 22 Date Cast: 08/05/2002 Date Received: 08/08/2002 Placement: 2ND PANEL IN ON NO. SIDE TANK WALL Strength (fc): 3000 psi @ 28 days Mix I. D. No.: 30 Supplier: HARD ROCK Load #: Truck #.: 15 Ticket #: 14315 Plant #: Batch size: 6 5 Water 2 Admixtures: Test Result Date of Report: September 06, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: DAVE MCKAY Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231, 4 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 70 Ambient Temp. (°F), 55 N/A Weather: OVERCAST/60 Date Remarks - Time Batch Time: 1:15 Sample Time: 1:45 Finish Time: 2:15 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 22 1 8/5/02 8/12/02 07 6.03 28.56 125785 4400 A 147% 22 2 8/5/02 9/2/02 28 6.01 28.37 157090 5540 A 185% 22 3 8/5/02 9/2/02 28 6.01 28.37 158225 5580 A 186% 22 4 8/5/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type- CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3159 Report Number: 24 Date Cast: 08/07/2002 Date Received: 08/09/2002 Placement: N WALL (TANK) 2 SECTIONS Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 30 Supplier: HARD ROCK Load #.: Truck #.: 10 Ticket #.: 14355 Plant #: Batch size, 6 1/2 Water: 10 Admixtures. 4 Test Result Date of Report: September 09, 2002 Project #- 2-93M-00466-0 Project Name. ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr DON MILLER Architect: FREIHEIT & HO Engineer. REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: DAVD MCKAY Actual Specs. Slump (inches) ASTM C 143: 41/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 72 Ambient Temp. (°F): 70 N/A Weather CALM, SCATTERED/75 Remarks: Time Batch Time: 9 25 Sample Time: 10:15 Finish Time 11:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 24 1 8/7/02 8/14/02 07 6.04 28.65 108555 3790 A 1260 24 2 8/7/02 9/4/02 28 6.02 28.46 133760 4700 A 1570 24 3 8/7/02 9/4/02 28 6.02 28.46 134190 4710 A 157% 24 4 8/7/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amec,oy, Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3197 Report Number: 2 Date Cast: 08/20/2002 Date Received: 08/22/2002 Placement 6 & A LINE Strength (fc) 1500 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load # Truck Ticket Plant #: Batch size. Water: Admixtures: Test Result Date of Report: September 09, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143: Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 74 Ambient Temp. (°F): 62 N/A Weather: 65/CLOUDY Remarks: Time Batch Time: 1:30 Sample Time: 2:00 Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 2 1 8/20/02 8/27/02 07 2.01 3.17 5995 1890 A 126% 2 2 8/20/02 9/17/02 28 2 3 8/20/02 9/17/02 28 2 4 8/20/02 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ame&-y Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report, September 09, 2002 250 PARCETNER BOULEVARD Project #: 2-93M00466-0 P.O. BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Attn: PATRICK SULLIVAN Project Mgr: DON MILLER Specimen Architect: FREIHEIT & HO ID Engineer: REX HARRISON Cast Contractor: Specimen Type: CONCRETE ASTM C 39 Size Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M Mix and Field Data 8/21/02 Sample ID Number: 3210 Inspector: LISA ROSS Actual Specs. Report Number: 3 Slump (inches) ASTM C 143: Date Cast: 08/21/2002 Air Content (%) ASTM C 231: Date Received: 08/26/2002 Unit Weight (pcf) ASTM C 138: Placement 6 LINER (4 TO 8') Concrete Temp. (°F) ASTM C 1064: 79 Ambient Temp. (°F) 67 N/A Strength (fc): 1500 psi @ 28 days Weather. 70/SUNNY Mix I.D. No: 28 Supplier: ON SITE MIX Load #.: Remarks: Truck #.: Ticket #'. Plant #: Batch size Time Water: Admixtures: Batch Time: 12:30 Sample Time. 1:30 Finish Time: 2:00 Test Result Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 3 1 8/21/02 8/28/02 07 2.01 3.17 5460 1720 A 115% 3 2 8/21/02 9/18/02 28 3 3 8/21/02 9/18/02 28 3 4 8/21/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame0la Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report: September 09, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Attn: PATRICK SULLIVAN Project Mgr: DON MILLER Specimen Architect: FREIHEIT & HO ID Engineer: REX HARRISON Cast Contractor: Specimen Type: CONCRETE ASTM C 39 Size Sampling and Curing performed in substantial accordance with. ASTM C 172 and C 31131M Mix and Field Data 9/26/02 Sample ID Number: 3211 Inspector. LISA ROSS Actual Specs. Report Number: 4 Slump (inches) ASTM C 143: 5 Date Cast: 09/26/2002 Air Content (%) ASTM C 231: Date Received: 08/26/2002 Unit Weight (pcf) ASTM C 138. Placement: Concrete Temp. (°F) ASTM C 1064: 75 Ambient Temp (°F): 68 N/A Strength (fc): 3000 psi @ 28 days Weather: 80/SUNNY Mix I. D. No.: 30 28 Supplier: HARD ROCK Load #.. Remarks: Truck # - 15 Ticket #.: 12426 Plant # Batch size: 8 Time Water. 14 Admixtures: Batch Time: 1000 Sample Time: 10.40 Finish Time: 11:00 Test Result Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psQ Fracture Required 4 1 9/26/02 10/3/02 07 6.00 28.27 96605 3420 A 114% 4 2 9/26/02 10/24/02 28 4 3 9/26/02 10/24/02 28 4 4 9/26/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 09/06/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 79 PROJECT ADDRESS: BREMERTON TRUCK NUMBER: BUILDING PERMIT: TICKET NUMBER: ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: DON MILLER BATCH SIZE: ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON TIME P.O. NUMBER: BATCH TIME: 1:19 SPECIMEN TYPE GROUT 3X3X6 FINISH TIME: MIX AND FIELD DATA CAST DATE: 08/21/2002 PLACEMENT: 6 & E LINE AIR CONTENT (%): (4 TO 8') STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 79 SUPPLIER: FRED HILL TRUCK NUMBER: 74 TICKET NUMBER: 41097 PLANT NUMBER: BATCH SIZE: 7.5 WATER ADMIXTURE: A340/299 TIME BATCH TIME: 1:19 SAMPLE TIME: 2:15 FINISH TIME: 2:45 INSPECTOR: LISA ROSS REFERENCE REPORT: 3 SET: 3212 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF In RFt^FIvFn TFCTFn InAYG1 R17F ARFA PSI TYPE REQ'D 3212 1 08/26/2002 08/28/2002 7 3X3X6 12.03 23185 1927 ACTUAL SLUMP (iNCHEs): FLOWABLE AIR CONTENT (%): 0% UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 79 AMBIENT TEMP. (F): 67 WEATHER: 70/SUNNY REFERENCE REPORT: 3 SET: 3212 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF In RFt^FIvFn TFCTFn InAYG1 R17F ARFA PSI TYPE REQ'D 3212 1 08/26/2002 08/28/2002 7 3X3X6 12.03 23185 1927 77% 3212 2 08/26/2002 09/18/2002 28 3X3X6 0% 3212 3 08/26/2002 09/1812002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: ameO Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARCETNER BOULEVARD P O BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3213 Report Number: 5 Date Cast: 08/23/2002 Date Received: 08/26/2002 Placement: SW CORNER OF SPRUCE @ 50 + 50 Strength (fc)* 3000 psi @ 28 days Mix LD No.: 30 Supplier: HARD ROCK Load #.. Truck # : 15 Ticket #.: 12435 Plant #: Batch size. 8 Water: Admixtures: Test Result Date of Report: September 09, 2002 Project #: 2-93M00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 77 Ambient Temp. (°F): 85 N/A Weather: 90/SUNNY Remarks: Time Batch Time: 10:45 Sample Time - Finish Time. 11:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 5 1 8/23/02 8/30/02 07 6.02 28.46 98150 3450 A 115% 5 2 8/23/02 9/20/02 28 5 3 8/23/02 9/20/02 28 5 4 8/23/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN ameClw Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARCETNER BOULEVARD P.O BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3214 Report Number: 5 Date Cast: 08/23/2002 Date Received: 08/26/2002 Placement: 6 LINE B TO J (12' TO 16') Strength (fc): 1500 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load #: Truck #. Ticket Plant #: Batch size - Water: Admixtures, Test Result Date of Report: September 09, 2002 Project #: 2-93M00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064• 74 Ambient Temp. (°F)* 70 N/A Weather: 90/SUNNY Remarks: Time Batch Time. 8:30 Sample Time: 9:00 Finish Time: 9.30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 5 1 8/23/02 8/30/02 07 2.01 3.17 6030 1900 A 127% 5 2 8/23/02 9/20/02 28 5 3 8/23/02 9/20/02 28 5 4 8/23/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by Distribution PATRICK SULLIVAN amedw Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARCETNER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3215 Report Number: 5 Date Cast: 08/23/2002 Date Received- 08/26/2002 Placement: PERIMETER OF VAULT LID Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 9 SK GROUT Supplier: HARD ROCK Load #. Truck #.: 13 Ticket #.: 11943 Plant M Batch size, 7 Water: Admixtures. Test Result Date of Report. September 09, 2002 Project #- 2-93M0O466-0 Project Name: ALBERTSON'S #443 Project Address SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138 Concrete Temp. (°F) ASTM C 1064: Ambient Temp. (°F). Weather: 90/SUNNY Remarks: Time Batch Time: 12:05 Sample Time- 12.30 Finish Time: 12:45 Actual Specs FLOWABLE 82 88 N/A Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 5 1 8/23/02 8/30/02 07 2.01 3.17 14785 4660 A 155% 5 2 8/23/02 9/20/02 28 5 3 8/23/02 9/20/02 28 5 4 8/23/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 08/23/2002 PLACEMENT: 6 LINE B TO J (12 TO 16) STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: SUPPLIER: FRED HILL TRUCK NUMBER: 58 TICKET NUMBER: 41315 PLANT NUMBER: BATCH SIZE: 7 WATER ADMIXTURE: A340/278 Vrliil4 BATCH TIME: 9:39. SAMPLE TIME: 10:40 FINISH TIME: 11:30 REPORT DATE: 09/06/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 84 AMBIENT TEMP. (F): 76 WEATHER: 90/SUNNY REFERENCE REPORT: 5 SET: 3216 .11 isID# 'SPEC DATn E DATE AGE . SPEC ACTUAL LOAD, STRENGTH BRK % OF ooct-civari - ..TceTGn /nAVC1 • _SI7P =• AI*A PSI TYPE REQ'D' 3216 1 08/26/2002 08/30/2002 7 3X3X6 11.94 41640 3487 139% 3216 2 08/26/2002 09/20/2002 28 3X3X6 0% 3216 3 08/26/2002 09/20/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY. -Ah �O.f"l�. DATE: ameO SEP 2 3 2002 D 115 South 8`h Street BREMERTON Tacoma, Washington, U.S.A. 98402-5203 BUILDING DEPAgI Tel (253) 572-4975 Fax (253) 572-3096/ FIELD DOCUMENT TRANSMI I I AL To: Albertson's, Inc. P.O. Box 20 Boise, ID 83706 Attn: Patrick Sullivan Date: September 20, 2002 Project No.: 2-93M-00466-0 Project Name: Albertson's #443 Project Manager: Don Miller Permit No.: Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above -referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Field Report 15 09/09/02 09/20/02 " 16 09/10/02 " 17 09/11/02 " 18 09/12/02 Field Report 19 09/13/02 Compression Test 3167 09/17/02 Compression Test 3172, 3173, 3176, 3177, 09/18/02 Compression Test 3181, 3182, 3186, 3187, 09/18/02 Compression Test 3188 09/18/02 Compression Test 3205, 3206, 3212, 3241, 09/18/02 Compression Test 3248, 3249, 3250, 3251, 09/18/02 Compression Test 3252, 3257, 3258, 3259, 09/18/02 Compression Test 3260, 3261, 3265, 3266, 09/18/02 This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC. Cc: Freiheit & Ho Architects Sierra Construction Pacific Land Design C \WINDOWS\DESKTOP\Distribution\Albertson's #443wpd wpd Rex Harrison, Structural Engineer City of Bremerton, Building Dept. JVV--,V �0� tS�`' "DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 n Way, Suite 100 Tel (425) 820-4669 amecw Kirkland, Washington 98034 Fax (425) 821-3914 FAMAJOR111104(_. PROJECT NO REPORT NO -- �� .� d/ 31��L .V,d► /.S Doi—` PERMIT• \ �,, WMW WEATHER = �--, � L � �p-y • • .plililli f�!U•.J r �,1� � , 0 �i ,,�_�/��\__ �r\► �� ,_ -moi �i 3�1. i V AM-,, 4 iii , ;V ' • *---IVft� �--1 VI _ / • �i� I �"'fes � � _ _..- .J it . �� . � 1 qi►_ L— . -. ��l �� . s,�_y� M., 'I 1111MACN–e V11— A Al .0.W�A r� • `_t `lam �_ _ �_ . 91\ 1 111 l_- i NNW 0"W'10 OF A A %IW- 1 f��t'��G� 1111"! Ell I . THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) DAILY FIELD REPORT (cont.) AMEC Earth &Environmental, Inc. amec40 115 South 8'" Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR C AME PROJECT NO REPORT NO S PAGE (includes Test Reports) DATE OF ?-49 EC FIELD R RESEN ATIVE REVIEWED THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev. 11/00) - amec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT ONCRETE GROUT ASTM C-39 TM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PRO E PROJECT NO. REPORT NO. PAGE (inciudes Test Reports 3 OF DATE --o FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER I ` WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF ' YD3 COARSE AGG. (LBS.) 53 M WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) 142 BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME aj ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH TEST AGE (DAYS) SI @ ZODAYS *TEST DATA SLUMP (ASTM C-143) SPECIFIED ACTUAL SPECIMEN (NO./SIZErrYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. OF � DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods ff different hat those Indicated SAMPLE STORAGE LOCATION AND COMMENTS 0000- '��AVEC FIELj/REP--RtSntATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the Information of our client. This report Is not Intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) ameo Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ASTM G39 GROUT O AR (TYPE_ ASTM C-1019 ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR E T AME PROJECT NO. REPORT NO. PAGE (Inetud Test Reports OF DATE FIELD DATA BATCH DATA SUPPLIER 00 TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH ! PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) ?jr J AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ,. ,_ AMBIENT TEMP. °F �® DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods it different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIEQ6 REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) ameO Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ROUT ORTAR (TYPE ) CMU (TYPE ) PRISM ASTM C-39 STM C-1019 ASTM C-780 ASTM C-140 UBC 21-17 HOTCRETE T-i' ACI 506 R OTHER PRO CT 14 E PROJECT NO. i REPORT NO. PAGE (includes Test sports 5— OF DATE 47 FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER © WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER 3 FLY ASH (LBS.) BATCH SIZE, YD3 �� COARSE AGG. (LBS.) TOTAL PLACED OF 3 COARSE AGG. (LBS.) - WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) o' - DRUM REVOLUTIONS �. WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. FINISH TIME ,Si ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: •r--3 z" DESIGN STRENGTH PSI @ AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS)-7.SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE)Ods AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ._®—Z AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 0 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC F LD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) DAILY FIELD REPORT AMEC Earth &Environmental, Inc. ame 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 CW Kirkland, Washington 98034 Fax (425) 821-3914 PR N ME PROJECT NO REPORT NO. ADDR S PERMIT NO DATE �1. .� CLI T WEATHER PAGE (includes Test Reports) OF STRUCT RAL ENGINEE EC PROJECT MANAGER/PHONE N . ju ARCHITECT AMEC FIELD REPRES NTATIVE/PA ki., �j CON INSPECTION INSPECT W INSPECTION' AGTOR0O C ❑ RE -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. �� 115 South 8'h Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR E AME PROJECT NO D REPORT NO Le PAGE (includes Test Reports) DATE OF 1 1 ..�r J- IRS OFAM 19 .3 @ I lr. .1.7 t�la�Lc.'✓ii�u 1"', �i'i, ��.'._�.z s��i:i: �'' . 1 �-- �= �� a -� � I i •1 .`� .Z. ice_, `lt 1_ ��QVIK16O Mk T'RE / Ft•1• 0 _' ..W-11, _• = wt�•� �. ��t 1 �� _ -ices .1 VINhIMAd- .= FC FIELD REPR ENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMFr: Earth & Fnvvnnmental Inc (Rev 11/001 lamed Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT ,ZZNCRETE GROUT MORTAR (TYPE ) CMU (TYPE ) PRISM SHOTCRETE ASTM C-39 TM C-1019 ASTM C-780 ASTM C-140 UBC 21-17 At 506 R PR N ME PROJECT NO. 3 - _oIte OTHER REPORT NO. PAGE (Includes Test Repo ) OF DATE © .— FIELD DATA BATCH DATA SUPPLIER VZ TYPE OF CEMENT MIX NUMBER I WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER , CEMENT (LBS.) -14!�2,(D TRUCK NUMBER / FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF— ±:�---YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) Z4 Le BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET I OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH SI r7a AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE)L4 AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ®r AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) -Note appropriate test methods 9 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS MEC FIELD EPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) �amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT ONCRZASTMC-1019 ASTM C GROUT MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR JE NAME PROJECT NO. REPORT NO. PAGE (Inelud Test Repo ) OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER U- WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER 2 CEMENT (LBS.) 0 TRUCK NUMBER IS7 FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) b WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) g DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT ' SAMPLE TIME _ ADMIXTURE NO. 35-b 7-7 FINISH TIME �� ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET Z OF LABORATORY SET # I.D. # SAMPLE LOCATIO DESIGN STRENGTH SI @ DAYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLEDAMBIENT TEMP. °F Z DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) 'a CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods R difereM from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC IELD PRESENTATIVE ��RLVIEWEDBY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) DAILY FIELD REPORT AMEC Earth & Environmental, Inc. amec 11335 N.E. 122"d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PRO T ME PROJECT NO REPORT NO 1 ADDRE S PERMIT NO DATE Lue, OIL — —0Z Lai— Z-7 CLI T WEATHER PAGE (includes Test Reports) MOF STT RAL ENGINEER AMEC PROJECT MANAGER/PHON — ARCHITECT A C FIELD REPRESENTATIVE/PA rL .� CONT ACTOR TYP OF INSPECTION/INSPECTION SJ RE -INSPECTION 0 4r_ 0 IT To the best of our knowledge, all items inspected as noted above were in general es ❑ Preliminary Observations conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. IEW THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. amec 115 South 81" Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR E T AME PROJECT NO REPORT NO. PAGE (includes Test Reports) DATE OF C5Z t022113171. IL LA J � L ��►_. -ate- J MOTOR M 0. - wulz Mf ME J W RkA 2 mei —W WAX. WL .i:� — FI . L� 1 _. I. moi.,�� iK1�l + / / 1\�Mill ' •� - SJR*i ,t;� - 0 X M., Mr, .. 1, � tM. i L THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev. 11/00) -amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE GROUT ASTM C-39 JASTM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR PROJECT NO. REPORT NO. PAGE (Includes Test Re o OF DATE v FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) 51' TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) $ /O WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. Olt FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) i SPECIMEN (NO./SIZE(rYPE) ZS AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ 1 —��Z AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) 0 CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) *Note appropdate test methods 0 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC MELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not Intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) amec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE GROUTORTAR ASTM C-39 STM C-1019 (TYPE ) ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT AME PROJECT NO. REPORT NO. PAGE (Include est Reports) OF DATE r FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER O CEMENT (LBS.) Z v TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 ,� COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. I FINE AGG. (LBS.) G. Z� DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIMEADMIXTURE NO.Ift-3yo FINISH TIMEfi ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF I LABORATORY SET # I.D. # SAMPLE LOCATION: 2A DESIGN STRENGTH PSI @ -2g DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) 'Z AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _Q AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods H different from those indlcated SAMPLE STORAGE LOCATION AND COMMENTS REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) amec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ASTM C-39 GROUT ORT (TYPE CMU (TYPE—_) 1ASTMC-1019(6-ASTM C-780 ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR E AME PROJECT NO. REPORT NO. 1-7 PAGE (Includes Test Reports) OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER 4 CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME r AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME r ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # -I. D. # SAMPLE LOCATION: 7A 4kM> 'zJv DESIGN STRENGTH SI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. OF O DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) B CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 0 different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AMSC FIELD PRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) 'EDAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 • PR C ME PROJECT NO. REPORT NO ADDRE S PERMIT NO DATE Nor 1 Ar WAWN A-41. - - WftA CLI T Z= -� ►' A" Wit —00 k'� 1-4 T T, r. �� "rte _ _ �.• ��-, A �., X11 ftA•i.1 0 WEATHER PAGE (includes Test Reports '_,i < <.� >i► .ter. r, _ RAI M—k -fflw.'AAW,'-.WM— -� OF STRUfJWRAL ENGINEE EC PROJECT MANAGER/PHONE N A ITECTA ik_t\ EC FIELD REPRESENTATIVE/PA CO TYP OF INSPECTION INSPECTION CTORrc ❑ RE -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) �'- �� y �� V �' �•1 ' J WFwMV Will Nor 1 Ar WAWN A-41. - - WftA t Na MA-, Z= -� ►' A" Wit —00 k'� 1-4 T T, r. �� "rte _ _ �.• ��-, A �., X11 ftA•i.1 0 �i &W- �-.a-A '_,i < <.� >i► .ter. r, _ RAI M—k -fflw.'AAW,'-.WM— -� THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE GROUT WORTAR (TYPE ASTM C-39 STM C-1019 ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR OJ T E PROJECT NO. OOC REPORT NO. PAGE (includes Test Reports) OF DATE Z -Z FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) r, BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) QA BATCH TIME ,� �� AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME ! ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET i OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH SI @ AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) AIR CONT. (ASTM C -173/C-231) SPECIMEN (NO./SIZE/TYPE) DATE SAMPLED AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 0 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIEL REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) tamed Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE GROUT ASTM C-39 ASTM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJ ME PROJECT NO. a REPORT NO. PAGE (Includes Test Reports) OF DATE Z FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. V -t— FINE AGG. (LBS.) Z� DRUM REVOLUTIONS WATER (LBS.) BATCH TIMEAIR ' ' ENTRAINMENT SAMPLE TIME ZZ ADMIXTURE NO. 1 FINISH TIMEQ ; –50 ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: caz=)a -11117- DESIGN STRENGTHSI @DAYS 'TEST DATA SPECT ED ACTUAL TEST AGE (DAYS) 7 25k SLUMP (ASTM C-143) SPECIMEN (NO./SIZErrYPE) S AIR CONT. (ASTM C -173/C-231) DATE SAMPLED — �_ AMBIENT TEMP. OF DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 0 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS ' 04V AMSC FIELrf REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) `DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 Lr4mri TIZ r4Q4 PRO ME PROJECT NO REPORT NO. � 19 ADDRESS PERMIT NO DATE c Z - - -6Z CLI T WEATHER PAGE (includes Test Reports) 9 7-77 OF STRU URAL E;GIN"ER AMEC PROJECT IVANAGERJPHONj NO ARCHITECTAMEC FIELD REPRE ENTATIVE/P NO. CON CTOR TYRf OF INSPEC N / INSPECTION E]RE-INSPECTION �To the best of our knowledge, all items inspected as noted above were in general LJ Yes LJ Preliminary Observations conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. e(/QYI. AMEC FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. amecO 115 South 8t" Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PRO CT N ME PROJECT NO _, ��T'}vas. ' �.tlYSP.',i)k♦ REPORT NO Vm -D nu or PAGE (Includes Test Reports) DATE - — OF �' ✓ THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEI Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) MORE= nu or P ft--, I. _ �•'� /. . �% �� »�.� F 'AIR A RR E, I wa� 1 � _ ,jr—Abi 0 �� fie. ♦_ ripr ►�. 70-or-cm tqqa -■e - 111 11171111,1 PAW% In - Pip O -A "Mod �9-9 ff-, /I REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEI Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) -ameO Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE I ASTM C-39 GROUT ASTM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) PRISMSHOTCRETE ASTM C-140 UBC 21-171 ACI 506 R OTHER PR E NAME O. REPORT NO. 19 PAGE (Includes Test Reports OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER2- CEMENT (LBS.) 4 TRUCK NUMBER -3 FLY ASH (LBS.) BATCH SIZE, YD3.!,:7COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) + WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) �$ BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. FINISH TIME 10 s ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH PSI @ Z93 DAYS -TES1 DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZEJTYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ .b AMBIENT TEMP. °F m DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) -71 • CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methodsd different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS CI�PEC FIELD APPIffIENTATRE 110, REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) amec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE GROUT ASTM C-39 JASTM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT NO. REPORT NO. PAGE (Incl de Test Rep rts OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 g.'7 COARSE AGG. (LBS.) TOTAL PLACED OF D3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) Z� DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 0 AIR ENTRAINMENT 41 07� SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME CYO ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH SI @ AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS)SLUMP (ASTM C-143) -010 SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 0 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIEL REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3102) ame& Report of Compression Test Results Client ALBERTSON'S INC. 250 PARCENTER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number. 3167 Report Number: 25 Date Cast. 08/08/2002 Date Received: 08/13/2002 Placement: PADDLE WHEEL MIXER Strength (fc): 2500 psi @ 28 days Mix I.D. No.: ON SITE Supplier J&S Load #.: Truck # Ticket #.: Plant #: Batch size: 6 1/2 Water: 5 Admixtures. Date of Report: September 17, 2002 Project #: 2-93M0O466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector DAVE MCKAY Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 76 Ambient Temp. (°F): 75 N/A Weather: FAIR/75 Remarks: Time Batch Time. CONTINUOUS Sample Time: MID A.M. Finish Time: DAY'S END Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 25 1 8/8/02 8/15/02 07 2.01 3.17 4675 1470 A 59% 25 2 8/8/02 9/5/02 28 2.00 3.14 5700 1810 A 72% 25 3 8/8/02 9/5/02 28 2.00 3.14 5820 1850 A 74% 25 4 8/8/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ameClw Report of Compression Test Results Client: ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3172 Report Number: 28 Date Cast. 08/13/2002 Date Received: 08/15/2002 Placement: N. ISOPADS Strength (fc): 3000 psi @ 28 days Mix I D No.- 30.46A Supplier: KITSAP Load # Truck #.: 230 Ticket # 40420 Plant #: Batch size: 9 Water, 10 Admixtures: Test Result Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address* SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: DAVE MCKAY Actual Specs. Slump (inches) ASTM C 143: 4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 84 Ambient Temp. (°F). 88 N/A Weather: FAIR/85 Remarks: Time Batch Time: 1:14 Sample Time: 1:55 Finish Time: 2.35 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 28 1 8/13/02 8/20/02 07 6.00 28.27 108140 3820 A 127% 28 2 8/13/02 9/10/02 28 5.99 28.18 119615 4240 A 141% 28 3 8/13/02 9/10/02 28 5.99 28.18 119395 4240 A 141% 28 4 8/13/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO'% Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn' PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3173 Report Number: 28 Date Cast: 08/13/2002 Date Received: 08/15/2002 Placement: N WEST Strength (fc). 3000 psi @ 28 days Mix I.D. No.: 30 Supplier Load #.: Truck # 9 Ticket #.: 11844 Plant #. Batch size, 8 Water. 192 Admixtures: Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer REX HARRISON Contractor ASTM C 172 and C 31131M Inspector. DAVE MCKAY Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 80 Ambient Temp. (°F): 85 N/A Weather. FAIR/85 Remarks: Time Batch Time: 2:00 Sample Time: 3:10 Finish Time. 3:35 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 28 1 8/13/02 8/20/02 07 6.01 28.37 91145 3210 A 1070 28 2 8/13/02 9/10/02 28 5.99 28.18 102600 3640 A 121% 28 3 8/13/02 9/10/02 28 5.99 28.18 97245 3450 A 115% 28 4 8/13/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN amec,,Y Report of Compression Test Results Client- ALBERTSON'S INC. 250 PARCENTER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3176 Report Number: 29 Date Cast: 08/14/2002 Date Received: 08/16/2002 Placement: SO. WALL WET TANK ALSO NO. END WALL Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 30 Supplier: HARD ROCK Load #.: Truck # : 15 Ticket # : 118 69 Plant #: Batch size: 7 1/4 Water: 10 Admixtures: Test Result Date of Report: September 18, 2002 Project #: 2-93M0O466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: DAVE MCKAY Actual Specs. Slump (inches) ASTM C 143: 5 1/2 Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 80 Ambient Temp (°F): 85 N/A Weather: FAIR/80 Remarks: Time Batch Time. 2:00 Sample Time: 2:45 Finish Time 3:15 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 29 1 8/14/02 8/21/02 07 6.01 28.37 92129 3250 A 108% 29 2 8/14/02 9/11/02 28 6.00 28.27 108415 3830 A 1280 29 3 8/14/02 9/11/02 28 6.00 28.27 118230 4180 A 139% 29 4 8/14/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 09/18/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 40386 PROJECT ADDRESS: BREMERTON BATCH SIZE: BUILDING PERMIT: H ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 05/06/2002 PLACEMENT: N. WALL 2ND LIFT STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: ACTUAL SUPPLIER. FRED HILL AIR CONTENT (%): MAT'S TRUCK NUMBER: 137% TICKET NUMBER: 40386 PLANT NUMBER: 90 BATCH SIZE: 5 WATER ADMIXTURE: 200 TIME BATCH TIME: 9:49 SAMPLE TIME: 10:35 FINISH TIME: 11:10 ID# SPEC DATE DATE ---c kiffn TGCTGI INSPECTOR: DAVE MCKAY REFERENCE REPORT: 28 SET: 3177 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF 11— eo�w DCI TVPG RFn'f] IV 3177 1 1 ACTUAL SLUMP (INCHES): 10112 AIR CONTENT (%): 08/13/2002 09/10/2002 UNIT WEIGHT (PCF): 137% CONCRETE TEMP. (F): 90 AMBIENT TEMP. (F): 90 WEATHER: FAIR/85 REFERENCE REPORT: 28 SET: 3177 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF 11— eo�w DCI TVPG RFn'f] IV 3177 1 1 RGVGwGV �v�v 08/13/2002 08/20/2002 7 3X3X6 11.94 45045 3770 151% 3177 1 2 08/13/2002 09/10/2002 28 3X3X6 12.27 42135 3433 137% 3177 1 3 08/13/2002 09/10/2002 28 3X3X6 12.27 47165 3843 154% H 0% 0% 0% 0% 0% REVIEWED BYA64k- DATE: g— /S-O;L ameew Report of Compression Test Results Client ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn- PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3181 Report Number: 30 Date Cast 08/15/2002 Date Received. 08/19/2002 Placement: Strength (fc). 3000 psi @ 28 days Mix LD No.: 30 Supplier HARD ROCK Load # Truck #.: 18 Ticket #.- 11912 Plant #: Batch size: 8 Water 20 Admixtures: Test Result Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address- SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer. REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138 - Concrete Temp. (°F) ASTM C 1064: 69 Ambient Temp. (°F): 80 N/A Weather: SUNNY/70 - 80 Remarks: Time Batch Time. Sample Time: Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (Ibs) (psi) Fracture Required _ 30 1 8/15/02 8/22/02 07 6.02 28.46 86685 3050 A 102% 30 2 8/15/02 9/12/02 28 6.00 28.27 113570 4020 A 1340 30 3 8/15/02 9/12/02 28 6.00 28.27 115660 4090 A 136% 30 4 8/15/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE. ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 08/14/2002 PLACEMENT: N. WALL STRUCTURE 3RD LIFT STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 09/18/02 SUPPLIER: FRED HILL 2-93M-00466-0 MAT'S TRUCK NUMBER: 218 TICKET NUMBER: 40488 PLANT NUMBER: DON MILLER BATCH SIZE: 6 WATER 5 ADMIXTURE: POLYHEED TIME BATCH TIME: 12:07 SAMPLE TIME: 12:40 FINISH TIME: 1:40 ID# SPEC DATE DATE P1P-^IlCPI TGCTG REPORT DATE: 09/18/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: CONCRETE TEMP. (F): PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: INSPECTOR: DAVE MCKAY REFERENCE REPORT: 29 SET: 3182 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF nevcl C171= AREA PSI TYPE REQ'D W 3182 1 ACTUAL SLUMP (INCHES): 81/2 AIR CONTENT (%): 3182 2 UNIT WEIGHT (PCF): 09/11/2002 CONCRETE TEMP. (F): 84 AMBIENT TEMP. (F): 82 WEATHER: FAIR/80 REFERENCE REPORT: 29 SET: 3182 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF nevcl C171= AREA PSI TYPE REQ'D W 3182 1 fNGVL1VLV 08/13/2002 ILV11�✓ 08/2112002 7 3X3X6 12.56 42105 3352 134% 3182 2 08/13/2002 09/11/2002 28 3X3X6 12.54 47615 3800 152% 3182 3 08/13/2002 09/11/2002 28 3X3X6 12.55 45320 3610 144% H 0% 0% 0% 0% 0% REVIEWED BY: Dn DATE: 22,/R -O 2 ameO',*# Report of Compression Test Results Client. ALBERTSON'S INC 250 PARCENTER BOULEVARD P O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number. 3186 Report Number 31 Date Cast: 08/16/2002 Date Received: 08/20/2002 Placement. N. WALL + 14 TO + 18' Strength (fc). 1500 psi @ 28 days Mix I.D. No.: PRE -MIX Supplier: J&S Load #.. Truck Ticket #.* Plant #' Batch size. Water: AS NEEDED Admixtures: Date of Report: September 18, 2002 Project #: 2-93M00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs Slump (inches) ASTM C 143: PLASTIC Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064. 73 Ambient Temp. (°F): 81 N/A Weather: SUNNY/70 - 80 Remarks Time Batch Time: CONTINOUS Sample Time: 1:15 Finish Time: Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 31 1 8/16/02 8/23/02 07 2.00 3.14 4910 1560 A 104% 31 2 8/16/02 9/13/02 28 2.00 3.14 6950 2210 A 880 31 3 8/16/02 9/13/02 28 2.00 3.14 6285 2000 A 80% 31 8/16/02 H 31 ! 8/16/02 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO'% Report of Compression Test Results Client ALBERTSON'S INC. 250 PARCENTER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3187 Report Number: 31 Date Cast: 08/16/2002 Date Received: 08/20/2002 Placement: E. SIDE CURB/GUTTER Strength (fc): 3000 psi @ 28 days Mix I D. No: 30 Supplier HARD ROCK Load #.: Truck # : 9 Ticket # 11884 Plant #. Batch size. 8 Water. Admixtures: Test Result Date of Report: September 18, 2002 Project #: 2-93M0O466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp (°F) ASTM C 1064: 69 Ambient Temp. (°F): 77 N/A Weather: SUNNY/70 - 80 Remarks: Time Batch Time: Sample Time: 8:30 Finish Time: 8:45 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by, Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 31 1 8/16/02 8/23/02 07 6.01 28.37 104805 3690 A 123% 31 2 8/16/02 9/13/02 28 6.00 28.27 125505 4440 A 148% 31 3 8/16/02 9/13/02 28 6.00 28.27 126560 4480 A 149% 31 4 8/16/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by, Distribution PATRICK SULLIVAN ameClw Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARCENTER BOULEVARD P.O BOX 20 BOISE, ID 83706 Attn- PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3188 Report Number: 31 Date Cast: 08/16/2002 Date Received: 08/20/2002 Placement BAFFLE WELL NW CORNER OF VAULT Strength (fc), 28 psi @ 28 days Mix I D. No.: 30 Supplier HARD ROCK Load # Truck # : 11 Ticket # : 11885 Plant #: Batch size: 7 1/2 Water: Admixtures, Date of Report: September 18, 2002 Project #. 2-93M0O466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs Slump (inches) ASTM C 143 4 Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064, 67 Ambient Temp. (°F): 77 N/A Weather: SUNNY/70 - 80 Remarks: Time Batch Time: Sample Time: 8.45 Finish Time: 9:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture •Required 31 1 8/16/02 8/23/02 07 6.01 28.37 110085 3880 A 129% 31 2 8/16/02 9/13/02 28 6.00 28.27 126935 4490 A 1500 31 3 8/16/02 9/13/02 28 6.00 28.27 127845 4520 A 1510 31 4 8/16/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARKCENTER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3205 Report Number: 3 Date Cast: 08/21/2002 Date Received- 08/23/2002 Placement: Strength ft). 3000 psi @ 28 days Mix I D No., 3046 Supplier: KITSAP READY Load #. Truck #.. 58 Ticket #. 41084 Plant #: Batch size: 9 Water: Admixtures: A350/41 A340/342 Date of Report: September 19, 2002 Project #: 2-93M00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 77 Ambient Temp (°F): 67 N/A Weather 70/SUNNY Remarks: Time Batch Time: 12:21 Sample Time: 1:10 Finish Time: 2:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (Ibs) (psi) Fracture Required 3 1 8/21/02 8/28/02 07 6.01 28.37 110005 3880 A 129% 3 2 8/21/02 9/18/02 28 6.02 28.46 129960 4570 A 152% 3 3 8/21/02 9/18/02 28 6.02 28.46 136780 4810 A 160% 3 4 8/21/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ameo Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARKCENTER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3206 Report Number: 3 Date Cast: 08/21/2002 Date Received: 08/23/2002 Placement: CURB & GUTTER FROM 110+50 TO 112+00 Strength (fc): 3000 psi @ 28 days Mix I.D No - 30 Supplier: HARD ROCK Load A: Truck #.: 15 Ticket # - 12473 Plant # Batch size: 8 Water: Admixtures: Date of Report September 19, 2002 Project #: 2-93M00466-0 Project Name: ALBERTSON'S #443 Project Address- SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 69 Ambient Temp. CR 62 N/A Weather: 70/SUNNY Remarks: Time Batch Time: 7:45 Sample Time: 8.30 Finish Time: 9:30 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 3 1 8/21/02 8/28/02 07 6.01 28.37 95640 3370 A 112% 3 2 8/21/02 9/18/02 28 6.02 28.46 111745 3930 A 131% 3 3 8/21/02 9/18/02 28 6.02 28.46 111745 3930 A 131% 3 4 8/21/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN 4Ao REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 09/19/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 79 PROJECT ADDRESS: BREMERTON WEATHER: BUILDING PERMIT: 0% ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 08121/2002 PLACEMENT: 6 & E LINE (4 TO 8') STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: SUPPLIER: FRED HILL TRUCK NUMBER: 74 TICKET NUMBER: 41097 PLANT NUMBER: BATCH SIZE: 7.5 WATER ADMIXTURE: A340/299 TIME BATCH TIME: 1:19 SAMPLE TIME: 2:15 FINISH TIME: 2:45 ID# SPEC DATE DATE INSPECTOR: LISA ROSS REFERENCE REPORT: 3 SET: 3212 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in wv[ 01'7c AGCA PRI TYPF RFO'D 3212 1 08/26/2002 08/28/2002 ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): 172% UNIT WEIGHT (PCF): 28 3X3X6 11.12 45635 4100 CONCRETE TEMP. (F): 79 AMBIENT TEMP. (F): 67 WEATHER: 70/SUNNY REFERENCE REPORT: 3 SET: 3212 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in wv[ 01'7c AGCA PRI TYPF RFO'D 3212 1 08/26/2002 08/28/2002 - 7 3X3X6 12.03 23185 1927 77% 3212 2 08/26/2002 09118/2002 28 3X3X6 11.09 47780 4310 172% 3212 3 08/26/2002 0911812002 28 3X3X6 11.12 45635 4100 164% H 0% 0% 0% 0% 0% REVIEWED BY. kik- '7// �,�it DATE:ol- ameO Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARCENTER BOULEVARD P.O BOX 20 BOISE, ID 83706 Attn' PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3241 Report Number: 9 Date Cast: 08/29/2002 Date Received: 09/03/2002 Placement: STEM WALLS ON VALUT & SIDEWALK Strength (fc): 4000 psi @ 28 days Mix LD No., 5 1/2 SK3000 Supplier: HARD ROCK Load #.' Truck # , 15 Ticket #.. 11963 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: September 18, 2002 Project #: 2-93M0O466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector LISA ROSS Actual Specs. Slump (inches) ASTM C 143. 3 Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064: 77 Ambient Temp. (°F): 72 N/A Weather: SUNNY/75 Remarks: Time Batch Time- 10:00 Sample Time: 1030 Finish Time: 11:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 9 1 8/29/02 9/5/02 07 6.00 28.27 114720 4060 A 101% 9 2 8/29/02 9/26/02 28 9 3 6/29/02 9/26/02 28 9 4 8/29/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3248 Report Number: 9 Date Cast: 08/29/2002 Date Received: 09/04/2002 Placement: E + 6 LINE (20 TO 24') Strength (fc)- 1500 psi @ 28 days Mix I D No Supplier- ON SITE MIX Load #: Truck # Ticket #.. Plant #: Batch size: Water Admixtures - Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 82 Ambient Temp. (°F): 72 N/A Weather: SUNNY/75 Remarks: Time Batch Time: 8 00 Sample Time. 8:15 Finish Time: 9:30 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 9 1 8/29/02 9/5/02 07 2.00 3.14 4500 1430 A 950 9 2 8/29/02 9/26/02 28 9 3 8/29/02 9/26/02 28 9 4 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 08129/2002 PLACEMENT: A LINE FROM 1.4 TO 2.5 (20 TO 24') STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A30.1 SUPPLIER: FRED HILL TRUCK NUMBER: 51 TICKET NUMBER: 14814 PLANT NUMBER: BATCH SIZE: 5.5 WATER ADMIXTURE: A340/220 TIME BATCH TIME: 6:12 SAMPLE TIME: 7:10 FINISH TIME: 8:30 REPORT DATE: 09/18/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: 85 PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS REFERENCE REPORT: 9 SET: 3249 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF TrBTCrI inAV01 enG APPA PSI TYPE REQ'D IU RCVCIY CV 3249 1 09/04/2002 ACTUAL SLUMP (iNCHEs): FLOWABLE AIR CONTENT (%): 09126/2002 UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 85 AMBIENT TEMP. (F): 75 WEATHER: SUNNY/75 REFERENCE REPORT: 9 SET: 3249 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF TrBTCrI inAV01 enG APPA PSI TYPE REQ'D IU RCVCIY CV 3249 1 09/04/2002 1�v- 0910512002 7 3X3X6 12.28 32050 3998 160% 3249 2 09/04/2002 09126/2002 28 3X3X6 0% 3249 3 09/04/2002 0912612002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY: oyI'il �,C./' �� DATE : / -1 Jr -G.2- ameClw Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attrr PATRICK SULLIVAN Specimen Type- CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with. Mix and Field Data Sample ID Number: 3250 Report Number. 11 Date Cast: 09/03/2002 Date Received: 09/05/2002 Placement CURB & GUTTER N OF PROJECT Strength (fc): 4000 psi @ 28 days Mix I.D. No.. 5 1/2 C/3000 Supplier HARD ROCK Load # Truck #. 15 Ticket # 12313 Plant #: Batch size: 8 Water: Admixtures: Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON. BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 3 Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138 Concrete Temp. (°F) ASTM C 1064 74 Ambient Temp. (°F): 68 N/A Weather: CLOUDY/66 Remarks: Time Batch Time. 11.00 Sample Time: 1200 Finish Time: 1:05 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 11 1 9/3/02 9/10/02 07 5.99 28.18 123490 4380 A 110% 11 2 9/3/02 10/1/02 28 11 3 9/3/02 10/1/02 28 11 4 9/3/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameCla Report of Compression Test Results Client, ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number. 3251 Report Number. 11 Date Cast: 09/03/2002 Date Received: 09/05/2002 Placement: GRATE WALL ON VAULT Strength (fc): 3000 psi @ 28 days Mix LD No.- 5 1/2 C/3000 Supplier: HARD ROCK Load #.: Truck #.: 15 Ticket #.: 12284 Plant #. Batch size: 3 Water- Admixtures: aterAdmixtures: Test Result Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143, Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138. Concrete Temp (°F) ASTM C 1064. Ambient Temp (°F)- N/A Weather: CLOUDY/66 Remarks Time Batch Time: Sample Time: Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 11 1 9/3/02 9/10/02 07 5.99 28.18 116500 4130 A 138% 11 2 9/3/02 10/1/02 28 11 3 9/3/02 10/1/02 28 11 4 9/3/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE. ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE MIX AND FIELD DATA CAST DATE: 0910312002 PLACEMENT: H LINE FROM 1.4 TO 6 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A30 SUPPLIER: FRED HILL TRUCK NUMBER: 212 TICKET NUMBER: BUILDING PERMIT: PLANT NUMBER: PROJECT MANAGER: BATCH SIZE: 8 WATER ENGINEER: ADMIXTURE: A340/321 TIME BATCH TIME: 9:19 SAMPLE TIME: 10:30 FINISH TIME: 11:00 ID# SPEC DATE DATE GROUT 3X3X6 REPORT DATE: 09/18/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: 28 3X3X6 PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 72 AMBIENT TEMP. (F): 66 WEATHER: CLOUDY/66 REFERENCE REPORT: 11 SET: 3252 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF -11, DCI TVPF REO'D IU 3252 1 PCCVCI V r_u 09/05/2002 1 U. i cv 0911012002 7 3X3X6 12.50 11705 1500 60% 3252 2 09/05/2002 1 0/01/2002 28 3X3X6 0% 3252 3 09/05/2002 10/01/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY: 0 DATE: xy� ��9 2 REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE. ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE MIX AND FIELD DATA CAST DATE: 09/03/2002 PLACEMENT: H LINE FROM 1.4 TO 6 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: SUPPLIER: FRED HILL TRUCK NUMBER: 212 TICKET NUMBER: PLANT NUMBER: BATCH SIZE: 8 WATER ADMIXTURE: A340/321 TIME BATCH TIME: 9:19 SAMPLE TIME: 10:30 FINISH TIME: 11:00 GROUT 3X3X6 REPORT DATE: 09/18/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: CONCRETE TEMP. (F): PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT &'HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: INSPECTOR: LISA ROSS REFERENCE REPORT: 11 SET: 3257 ID# . SPEC'" _DATE DATE AGE SPEC ACTUAL LOAD STRENGTH TffoTffm mnve% Q17G ARFG " ....PSI TYPE " REQ'D N RCIiCI V CU 3257 1 09/04/2002 ACTUAL SLUMP (INCHEs): FLOWABLE AIR CONTENT (%): 1010112002 UNIT WEIGHT (PCF): 0% 0% CONCRETE TEMP. (F): 72 AMBIENT TEMP. (F): 66 WEATHER: CLOUDY/66 REFERENCE REPORT: 11 SET: 3257 ID# . SPEC'" _DATE DATE AGE SPEC ACTUAL LOAD STRENGTH TffoTffm mnve% Q17G ARFG " ....PSI TYPE " REQ'D N RCIiCI V CU 3257 1 09/04/2002 I G17A cv 09110/2002 . v� i v 7 3X3X6 12.27 36070 2939 1 3257 2 09/04/2002 1010112002 28 3X3X6 0% 0% 3257 3 09/04/2002 10/01/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY. .l 44 l�% ol�r-c. DATE: ameOlr Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with. Mix and Field Data Sample ID Number: 3258 Report Number: 13 Date Cast: 09/05/2002 Date Received: 09/06/2002 Placement: H & 5 LINE Strength (fc): 1500 psi @ 28 days Mix LD No.: Supplier: ON SITE MIX Load #.. Truck #.: Ticket #.: Plant #: Batch size: Water: Admixtures: Date of Report: September 19, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer. REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143, Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064. 80 Ambient Temp. (°F): 74 N/A Weather: SUNNY/80 Remarks: Time Batch Time, 2.30 Sample Time: 3.00 Finish Time: 3:30 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 13 1 9/5/02 9/12/02 07 2.00 3.14 4962 1590 A 106% 13 2 9/5/02 10/3/02 28 13 3 9/5/02 10/3/02 28 13 4 9/5/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by, Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE MIX AND FIELD DATA CAST DATE: 09/05/2002 PLACEMENT: H + 3 (4 to 8') STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: SUPPLIER: FRED HILL TRUCK NUMBER: 212 TICKET NUMBER: PLANT NUMBER: BATCH SIZE: 6 WATER ADMIXTURE: A340/241 TIME BATCH TIME: 5:48 SAMPLE TIME: 7:00 FINISH TIME: 7:30 GROUT 3X3X6 REPORT DATE: 09/18/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: 0% PROJECT MANAGER: DON MILLER ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 75 AMBIENT TEMP. (F): 56 WEATHER: SUNNY/80 REFERENCE REPORT: 13 SET: 3259 ID# •SPEC ` DATE DATE � AGE- SPEC. ACTUAL' -LOAD �'STRENGI-H_ PSI :TYPE REQ'D,. IU 3259 1 - KCI'CI V ClJ 09/06/2002 1 Co 1 L -W 09/12/2002 %v_. v _ v,._... - - - - 7 3X3X6. 11.67 41115 3520 141 3259 2 09/06/2002 10/03/2002 28 3X3X6 0% 3259 3 09/06/2002 10/03/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% T REVIEWED BY: ��K GSL DATE:�- ame016 Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn PATRICK SULLIVAN Specimen Type- CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3260 Report Number: 13 Date Cast: 09/05/2002 Date Received: 09/06/2002 Placement: SIDEWALK ON SPRUCE Strength (fc) 4000 psi @ 28 days Mix 1. D. No.: 5 1/2 C/3000 Supplier HARD ROCK Load #.. Truck #.: 10 Ticket #.: 12262 Plant #: Batch size. 8 Water: Admixtures: Date of Report: September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer REX HARRISON Contractor: ASTM C 172 and C 31/31M Inspector. LISA ROSS Actual Specs. Slump (inches) ASTM C 143- 6 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 74 Ambient Temp. (°F) 62 N/A Weather SUNNY/80 Remarks: Time Batch Time: 8:25 Sample Time. 9:30 Finish Time: 10:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 13 1 9/5/02 9/12/02 07 6.00 28.27 98465 3480 A 87% 13 2 9/5/02 10/3/02 28 13 3 9/5/02 10/3/02 28 13 4 9/5/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by, Distribution PATRICK SULLIVAN ameClw Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3261 Report Number. 13 Date Cast. 09/05/2002 Date Received: 09/06/2002 Placement: SOG @ A+3 Strength (fc): 3500 psi @ 28 days Mix I.D. No.. 3540A Supplier KITSAP Load #.: Truck #.: 63 Ticket Plant #, Batch size: 4 Water: 10 Admixtures A350/24 A340/196 Date of Report. September 18, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M BREMERTON, WA Inspector LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064, 87 Ambient Temp. (°F): 75 NIA Weather: SUNNY/80 Remarks: Time Batch Time: 12'30 Sample Time: 1:30 Finish Time: 2:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 13 1 9/5/02 9/12/02 07 6.00 28.27 71845 2540 A 730 13 2 9/5/02 10/3/02 28 13 3 9/5/02 10/3/02 28 13 4 9/5/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed byG%/.�, Distribution PATRICK SULLIVAN ameClr Report of Compression Test Results Client ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3265 Report Number: 14 Date Cast 09/06/2002 Date Received: 09/10/2002 Placement: KODO SIDEWALK ON SR303 Strength (fc): 4000 psi @ 28 days Mix I.D. No: 5 1/2 C/3000 Supplier: HARD ROCK Load #.: Truck #.: 12 Ticket # - 12254 Plant #. Batch size: 8 Water: Admixtures: Date of Report: September 18, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31/31M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143' 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064: 76 Ambient Temp. (°F): 70 N/A Weather: SUNNY/80 Remarks: Time Batch Time: 9:30 Sample Time: 10:30 Finish Time: 11:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (16s) (psi) Fracture Required 14 1 9/6/02 9/13/02 07 6.00 28.27 105370 3730 A 93% 14 2 9/6/02 10/9/02 28 14 3 9/6/02 10/9/02 28 14 4 9/6/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameClw Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with, Mix and Field Data Sample ID Number, 3266 Report Number. 14 Date Cast: 09/06/2002 Date Received: 09/10/2002 Placement: SIGNAL ELECT (4) LIGHT POLE BASES Strength (fc): 3000 psi @ 28 days Mix I D. No.: CL 3000 Supplier: FRED HILL Load #. Truck #.: 82 Ticket # Plant #: Batch size: 5 Water Admixtures: Date of Report: September 18, 2002 Project #- 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect- FREIHEIT & HO Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143 3 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 82 Ambient Temp (°F): 78 N/A Weather. SUNNY/80 Remarks: Time Batch Time: 12:36 Sample Time: 1:15 Finish Time: 2:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in lbs(psi) Fracture Re wired 14 1 9/6/02 9/13/02 07 6.00 28.27 105370 3730 A 124% 14 2 9/6/02 10/4/02 28 14 3 9/6/02 10/4/02 28 14 4 9/6/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar. Reviewed by: Distribution PATRICK SULLIVAN D E CEO V E NOV 0 6 2002 ame ` BREMERTON BUILDING DEPARTMENT 115 South 8 1 Street Tacoma, Washington, U.S.A. 98402-5203 Tel (253) 572-4975 Fax (253) 572-3096/ FIELD DOCUMENT TRANSMITTAL To: Albertson's, Inc. P.O. Box 20 Boise, ID 83706 Attn: Patrick Sullivan Date: November 5, 2002 Project No.: 2-93M-00466-0 Project Name: Albertson's #443 Project Manager: Steve Schmidt Permit No.: Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above -referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Field Report 47 10/25/02 11/5/02 " 48 10/28/02 is 49 10/29/02 " to50 10/30/02 Field Report 51 10/31/02 Compression Test 3349 10/24/02 61 to" 3287, 3294, 3310, 3311, 10/31/02 of" to 3312, 3313, 3315, 3316, 10/31/02 " if " 3317, 3324, 3330, 3385 10/31/02 to " " 3370, 3374, 3378, 11/01/02 Compression Test 3380, 3364, 3379, 3387 11/01/02 Thic rannrtis not intPncted tri he transmitted to a third party by any means, except in full, without written permission of AMEC. Cc: Freiheit & Ho Architects Sierra Construction Pacific Land Design C-\WINDOWS\DESKTOP\Distribulion\Albertson's #443wpd wpd Rex Harrison, Structural Engineer City of Bremerton, Building Dept. t3r,r W F,3 5,r V IIIDAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 8'h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PRO J C ME PROJECT NO REPORT NO ADD ESS� PERMIT NO DATE Z, ' -i� ••� - L� -O7- CLIM'LNT WEATHER PAGE (incl u as Test RepISO ) 0 S OF STRILRAL ENGINEE AMEC PROJECT MANAGER/PHONE AR CT AMEC FIELD REPRESENTATIVE/PA CONT CTOR T MAile INSPECTION rTION 1 ❑ RE -INSPECTION e; ti Yp"..:q g,'- '3K a,. ��7 t 0. j- Y ?� •f '1J{��r': # ��yy33TR 5.�w 3' j "i '' .M �'Y�� ,,}� 1 '3 f '" jTTJ {:• 4- .ii.L'�&S '§'MR., CW I- WN -A= • ate. i Oil Raw l- La1 1 �. t► :•� MOLT-TATIM, X 17 d. V W V, a P k7TWOOM-8 IV, P.4 ffm fte. tr MMM, � - - M. - Will ERA,-, MW • M dip, • � ms's � � � ► : �► �► ! o.. 1\ t �`1V 14 ALM - row tea_ �; 16:11 I In 1WM A I_! � Zj � Vq I . �• - _ it L�►itt� - ---�_ '� L a THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev 11/00) DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. 115 South 8`" Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 • PROJ CT A IE A PROJECT NO. REPORT NO �/7z PAGE (includes Test Reports) DATE Z OF —' 41::: 1111� lI 1,11 111101111 W Ww%r- -4 L-7 NFE.. " W�' - We. aw i wmt,- r MA- -. M.9 i VA 1014-� =� 7, MIT? M4 W- i 111N0 ; t _'Ri�� -ice-� S /� �1 J� ��\ ]• lij S /l_� �-t= _ �1 `i%�•' i `tom _ I mo ►1. a1 . t-� _ � •. �ti � THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev. 11/00) amec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 ONCRETE GROUT ASTM C- STM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE OTHER ACI 506 R PR CT ME 3 PROJECT NO. REPORT NO. PAGE (Includes Test R ortsI DATE 3 OF Z5 FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF s COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) Z DRUM REVOLUTIONS WATER (LBS.) 'Z BATCH TIME Z AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME 2. ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABO ATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH SI @ 2929AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) -2. — SLUMP (ASTM C-143) SPECIMEN (NO./SIZElrYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ AMBIENT TEMP. °F Z46 DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) m CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 0 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AM C FlErt REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) emec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE GROUT ORTAR (TYPE ASTM C-39 SASTM C-1 01tV ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJ T A E PROJECT NO. PAGE (Include Test Re rts) OF REPORT NO. DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER O .' WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF 53 COARSE AGG. (LBS.) ?� Z WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 0 O 3 z -A DRUM REVOLUTIONS WATER (LBS.) BATCH TIME Z', 1 AIR ENTRAINMENT SAMPLE TIME �, ADMIXTURE NO.ZVI� FINISH TIME t, ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH SI @-ZWAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 84 SLUMP (ASTM C-143) ln- SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED in S AMBIENT TEMP. °F '�Z® DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods H different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS PC Amfft FIR if REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) emeO Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ASTM C-39 GROUT TAR (TYPE Z5) NU (TYPE ) ASTM C-1019 ASTM C-780 STM C-140 PRISM UBC 21-17 I SHOTCRETE ACI 506 R OTHER PRO CT E PROJECT NO. I REPORT N0. PAGE (includes Test Ren ig— OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) C1.1 -AM 4=6 TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED F YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME t ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # D. # SAMPLE LOCATION: IiN') 1:6 DESIGN STRENGTH PSI @Z$DAYS "TEST DATA SPECIFIE6 ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) S AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _�.�Q AMBIENT TEMP. °F b DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) ©� CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 9 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS ` AMEC FIELD REPfESENTATIVEVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 P C : AME L PROJECT NO FIELD REPORT NO. DATE c PgGE !®..�•' es—r— OF AMEC Earth & Environmental, Inc (REV 11/00) SUMMP►Ry:pf= FI CONIPACT.ibN TEST RrSUL` s *Ode ALT TEST SAMPLE LOCATION OF TEST PROBE WET DRY % % COMP. % PTS PASS / NO. NO. DEP H ELEV. DENSITY DENSITY MOIST. COMP. SPEC # OPT. FAIL J / s.'133, lam. t. ---7 J? Z J t� 3� . i o - -- 3 '•-7 Z $OIL PR•OPeRTIES COMPACTION TEST PARAMETERS SAMPLE NO IDD' NUMBER MATERIAL DESCRIPTION LAB VALUES �S� T;Pi 9 MD -02 (SOIL) •T�M�D-2950 (ASPHALT) NUCLEAR GAUGE NO: 37" a. PCF @ %MST GAUGE STANDARD:MS DS �Z S PCF @ %MST LAB METHOD: L] ST DARD PROCTOR (ASTM D-698) PCF @ %MST ODIFIED PROCTOR (ASTM D-1557) 9Pk C TASTM D-2041) ❑ MARSHALL (ASTM D-1559) This report is provided solely for the information of our client. This report is not intended to be transmitted to a ' ELEVATION REFERENCE: third party by any means, except in full, vnhtout the written permission of AMEC Earth & Environmental, Inc. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT Of TO CHANGE PENDING REVIEW BY PROJECT MANAGER AM IELD REPRES ATNF AMEC PROJECT MANAGER AMEC Earth & Environmental, Inc (REV 11/00) kDAILY FIELD REPORT AMEC Earth &Environmental, Inc. ameO 115 South 81" Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJ AME PROJECT NO _� REPORT NO ADDR SS PERMIT NO DATE 0 WEATHER CLIENT PAGE (includes Test Reports) OF STRUC URAL ENGIN R AMEC PROJECT MANAGER/PHON AMEC FIELD REPRESENTATIVE/ NO E NO ARC 9CT CO CTOR TYPE F INSPECTION W INSPECTION ❑ RE -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth 8 Environmental, Inc (Rev 11/00) .amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 ONCRETEGROUT ASTM C-39 STM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PRO PROJECT NO. REPORT N0. PAGE (Includes Test Reports) OF S DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER v WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER 'Z CEMENT (LBS.), TRUCK NUMBER S FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) COARSE AGG. (LBS.) TOTAL PLACED OFaZYD3 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET -# I.D. # SAMPLE LOCATION: , © , (.- ,\ DESIGN STRENGTH PSI @ DAYS `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) 'rx AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) �v CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods H different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS A AMEC FIELD PRES TATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3102) FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJ 11 PROJEC O FIELD REPORT NO pSOtL tS ALT-' ' TEST NO. SAMPLE NO. DATE PAGE PROBE DEPTH O � �� OF - ,: • SUN{AAAtI Y Qt~F .CDMPAC'T1 td FEST' R SULTS pSOtL tS ALT-' ' TEST NO. SAMPLE NO. LOCATION OF TEST PROBE DEPTH ELEV. WET DENSITY DRY DENSITY % % COMP. MOIST. COMP SPEC. % PTS ±OPT. PASS / FAIL ae�7. I LZ !� F-7 -71 1r SOIL I20Pfz�tT1ES COMPAGTION'TST PARAMETERS SAMPLE NO. ID NUMBER DESCRIPTION LAB VALUES ,�� TESTMETHOD: El ASTM D-2922 / D-3017 (SOIL) L?AS I Nl D-2950 (ASPHALT) NUCLEAR GAUGE NO: GAUGE STANDARD:MS DS -Z51-7f> LAB METHOD: El STANDARD PROCTOR (ASTM D-698) UPAC61FIED PROCTOR (ASTM D-1557) ❑ RICE (ASTM D-2041) ❑ MARSHALL (ASTM D-1559) CF @ % MST PCF @ %MST ° PCF @ /° MST ELEVATION REFERENCE: This report is provided solely for the information of our client This report is not intended to be transmitted to a third parry by any means, except in full, wrhtout the written permission of AMEC Earth & Environmental, Inc o EC FIELD REPYESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANAGER AMEG Earth & Environmental, Inc (REV 11/00) III -JDAILY FIELD REPORT AMEC Earth &Environmental, Inc. amecw 115 South 8'h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR AME PROJECT NO REPORT NO �� I PERMIT NO DATE a CLIENT WEATHER PAGE (includes Test Reports) M S I OF STRUC URAL ENGI ER AMEC PROJECT MANAGER/PH VV �NV A ITECT • kA, I AMEC FIELD REPRESENTATIVE/ t, NO CONTRACTOR TYPE FINSPECTION INSPECTION SPECTION t 's"i+-'��.�i+"'4c►A^' �� r ;^ WOMEN . ,�5, f '�{Y'F'i"v �^+��j��;• Kr."'�Qeyy� far;1C1X�.vrs.-�#� r_1 T •t � i !`.Lv�y4' _ M Sy'°,.,, � y� �?ti \ ;� - ,p• i .[� "i�' J��s�l �¢ { : 1 L A'1 ' 9 6ir{J,Fi.• y fir" lril u5 ..�rGk-. `'xafirS z'��4RYaiF _f? Ha.,_ tAR"' ON �1 RVARIOMPOI-AL R-6 L 0. W— ieiiiisma MA, IN IRMIVI THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev. 11/00) �� I THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev. 11/00) amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ASTM C-3 GROUT TM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM7SHOTCRETE UBC 21-17I 506 R OTHER PRO CT ME PROJECT NO. REPORT NO. PAG (Inccl`uuddes Test Reports) G,+ OF '%! DATE , v ^ Go 4�o� FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER '!�1 WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER Z� CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED –Ig— OF YDS COARSE AGG. (LBS.) Q WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) r DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME ; ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET pF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH '�'SI @ AYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 25, SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE)!s AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ AMBIENT TEMP. °F O DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods N different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIELD R&RESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3102) DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 81h Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJECT NAME PROJECT NO. FIELD REPORT NO 0& Zew Da 6G -o so ADDRESS DATE PAGE SCJ/1J 0 cr '02— OF ' CITY OR COUNTY PERMIT NO. ARRIVAL TIME DEPARTURE TIME � p !� OZ- C)Z 7.y/e CLIENT AEE PROJECT MANAGER/PHONE NO. J Im c5T2FV+� oS4t#- I D ` GENERAL CONTRACTOR AEE FIELD REPRESENTATIVE/PAGE NO. yTI�I�T 9N$6A19AAeMR OfAAJ.) WEATHER W , , 0 111A - TYPE OF WORK PERFORMED r- LOv2 / d� EQUIPMENT USED — E 2 N oe r D Z w J Im ❑ The contents of this Feld report were discussed with the contractor's on-site representative. ❑ A preliminary copy of this field report was left on site All recommendations contained herein are subject to change pending review by the AEE project manager. -AEEWtD R ENTATTIt A P JECT MANA R eMFC Farth 8 Envrtanmenu1. Inc (Rev 11/00) bAILY FIELD REPORT AMEC Earth F!< Environmental, Inc. amec 115 South 8°i Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJECT NAME PROJECT NO. FIELD REPORT NO/ ADDRESS DATE 'SL PAGE 'f Dko)OF CITY OR COUNTY PERMIT NO ARRIVAL TIME DEPARTURE TIME ' 0.102-74 10 AM3 M CLIENT AEE PROJECT MANAGER(//PHONE NO S k GENERAL CONTRACTOR AEE FIELD REPRESENTATIVE/PAGE NO. L'IYU64 SUBCONTRACTOR WEATHER O cL6Ak q go TYPE OF WORK PERFORMED �- EOUIPMEN USED i bmeO Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ASTM C-39 I GROUT ASTM C-1019 IMORTARcryPE—) ASTM C-780 CMU (TYPE ) I ASTM C-140 PRISM I UBC 21-17 I SHOTCRETE ACI 506 R OTHER PROJECT NAME L r � PROJECT NO. REPORT NO. PAGE (includes Test Re 'rt ( - OF DATE a /� J' 0I FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER r WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED _ OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. 10COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. N FINE AGG. (LBS.) DRUM REVOLUTIONSWATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME d� :00ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: (_ L1, /J GU DESIGN STRENGTH 322Q PSI @ >q DAYS `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) / ff SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ,-3 '0 AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods if ddferent from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIELD REPRESENTATIVE REVIEWED BY THIS REPORT I NSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) ameO CLIENT: ALBERTSON'S, INC. REPORT DATE: 10/24/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 66 PROJECT ADDRESS: BREMERTON WEATHER: BUILDING PERMIT: ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE MIX AND FIELD DATA CAST DATE: 09/30/2002 PLACEMENT: MECH ROOM WALL 16 TO 20' STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 219 TICKET NUMBER: 44675 PLANT NUMBER: BATCH SIZE: 4 WATER ADMIXTURE: A340/161 TIME BATCH TIME: 10:32 SAMPLE TIME: 11:20 FINISH TIME: 11:50 GROUT 3X3X6 INSPECTOR: LISA ROSS REFERENCE REPORT: 30 SET: 3349 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF Trc.rrn in AX/M 017C ARCA PCI TYPE REVD 3349 ,1 10/01/2002 10/0712002 7 3X3X6 10.42 28865 2770 ACTUAL SLUMP (INCHES): 120% AIR CONTENT (%): 119% UNIT WEIGHT (PCF). 0% CONCRETE TEMP. (F): 66 AMBIENT TEMP. (F): 60 WEATHER: SUNNY/65 REFERENCE REPORT: 30 SET: 3349 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF Trc.rrn in AX/M 017C ARCA PCI TYPE REVD 3349 ,1 10/01/2002 10/0712002 7 3X3X6 10.42 28865 2770 111% 3349 2 10/01/2002 10/2812002 28 3X3X6 11.61 34930 3010 120% 3349 3 10/01/2002 10128/2002 28 3X3X6 11.76 35020 2980 119% H 0% 0% 0% 0% 0% REVIEWED BY: DATE : ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3287 Report Number: 18 Date Cast: 09/12/2002 Date Received: 09/13/2002 Placement: UNDER COLUMN BASE PLATES Strength (fc): 3000 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load Truck #. Ticket #. Plant #: Batch size: Water: Admixtures: Test Result Date of Report October 31, 2002 Project #. 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064: 75 Ambient Temp (°F): 68 N/A Weather: SUNNY/80 Remarks Time Batch Time: 9:00 Sample Time: 9:15 Finish Time: 9:30 Break Types - (Cn) Cone, (CSp) Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 16 1 9/12/02 9/19/02 07 2.00 3.14 11150 3550 A 237% 18 2 9/12/02 10/10/02 28 2.00 3.14 15650 4980 A 1660 18 3 9/12/02 10/10/02 28 2.00 3.14 17050 5430 A 181% 18 4 9/12/02 H Break Types - (Cn) Cone, (CSp) Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN amee",tay Report of Compression Test Results Client- ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3294 Report Number: 19 Date Cast: 09/13/2002 Date Received: 09/16/2002 Placement: E LOADING DOCK WALL Strength (fc): 3000 psi @ 28 days Mix LD No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #. 9 Ticket #.. 12131 Plant #- Batch size: 8.5 Water: Admixtures: Test Result Date of Report: October 31, 2002 Project #: 2-93M-00466-0 Project Name- ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143: 4 3/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 82 Ambient Temp. (°F): 78 N/A Weather: SUNNY/80 Remarks, Time Batch Time: 11.40 Sample Time: 12:30 Finish Time: 1:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 19 1 9/13/02 9/20/02 07 6.00 28.27 104185 3680 A 123% 19 2 9/13/02 10/11/02 28 5.99 28.18 135700 4820 A 161% 19 3 9/13/02 10/11/02 28 5.99 28.18 139060 4930 A 164% 19 4 9/13/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameo Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3310 Report Number: 23 Date Cast: 09/19/2002 Date Received: 09/20/2002 Placement: CURB & GUTTER SE CORNER KODO Strength (fc): 4000 psi @ 28 days Mix I D. No.: 5 1/2 C/3000 Supplier: HARD ROCK Load #.: Truck #: 9 Ticket #.. 12037 Plant #: Batch size, 8 Water: Admixtures: Date of Report: October 31, 2002 Project #- 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address- SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064 74 Ambient Temp. (°F): 66 N/A Weather CLOUDY/70 Remarks: Time Batch Time: 12:00 Sample Time: 1:00 Finish Time. 1:30 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of Required ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture 23 1 9/19/02 9/26/02 07 5.99 28.18 124215 4410 A 110% 23 2 9/19/02 10/17/02 28 6.01 28.37 161735 5700 A 142% 23 3 9/19/02 10/17/02 28 6.01 28.37 159840 5630 A 141° 23 4 9/19/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameo Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type, CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3311 Report Number: 23 Date Cast: 09/19/2002 Date Received- 09/20/2002 Placement: @ A.5/2 0 SOG Strength (fc): 3500 psi @ 28 days Mix LD No.: 3551 NA Supplier: KITSAP Load #.: Truck #.: 228 Ticket #.: 43663 Plant #: Batch size: 9 Water 5 Admixtures: A340/278 Test Result Date of Report: October 31, 2002 Project #. 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp. (°F): 55 N/A Weather. CLOUDY/70 Remarks: Time Batch Time: 5:50 Sample Time - Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/26/02 07 5.99 28.18 136715 4850 A 139% 23 2 9/19/02 10/17/02 28 6.01 28.37 149645 5280 A 151% 23 3 9/19/02 10/17/02 28 6.01 28.37 147565 5200 A 149% 23 4 9/19/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3312 Report Number: 23 Date Cast: 09/19/2002 Date Received. 09/20/2002 Placement: SOG B & 3 Strength (fc): 3500 psi @ 28 days Mix I.D. No.: 3551 NA Supplier: KITSAP Load #.: Truck #: Ticket #.: 15834 Plant #: Batch size: Water: 10 Admixtures: A340/280 Test Result Date of Report: October 31, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect* Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 3/4 Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp. ('F): 55 N/A Weather: CLOUDYl70 Remarks: Time Batch Time: 6 22 Sample Time, Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/26/02 07 5.99 28.18 124530 4420 A 126% 23 2 9/19/02 10/17/02 28 6.01 28.37 156630 5520 A 158% 23 3 9/19/02 10/17/02 28 6.01 28.37 154910 5460 A 1560 23 4 9/19/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ameo.`ft Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number. 3313 Report Number: 23 Date Cast: 09/19/2002 Date Received: 09/20/2002 Placement: SOG C & 3 Strength (fc): 3500 psi @ 28 days Mix 1. D. No.: 3551 NA Supplier: KITSAP Load #. Truck #.: 222 Ticket #.: 43689 Plant #: Batch size: 9 Water: 10 Admixtures- A346/280 Test Result Date of Report: October 31, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor. ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp. (°F): 58 N/A Weather: CLOUDY/70 Remarks: Time Batch Time: 7.47 Sample Time: Finish Time: Break Types - (Cn) Cone, (CSp) Cie Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/23/02 04 5.99 28.18 77770 2760 A 79% 23 2 9/19/02 9/26/02 07 6.01 28.37 133125 4690 A 134% 23 3 9/19/02 10/17/02 28 6.01 28.37 147220 5190 A 148°% 23 4 9/19/02 10/17/02 28 6.01 28.37 149100 5260 A 150% 23 5 9/19/02 H Break Types - (Cn) Cone, (CSp) Cie Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client ALBERTSON'S INC. Date of Report: October 31, 2002 250 PARK CENTER BLVD. Project #- 2-93M-00466-0 PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Attn PATRICK SULLIVAN Project Mgr: STEVE SCHMIDT Architect Actual Engineer: REX HARRISON Contractor: Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M Mix and Field Data Age Sample ID Number: 3315 Inspector: LISA ROSS Actual Specs. Report Number: 23 Slump (inches) ASTM C 143: 5 1/4 Date Cast: 09/19/2002 Air Content (%) ASTM C 231: Date Received: 09/20/2002 Unit Weight (pcf) ASTM C 138: Placement: SOG E & 3 Concrete Temp. (°F) ASTM C 1064: 68 (sq in) Ambient Temp. (°F): 60 N/A Strength ft): 3500 psi @ 28 days Weather CLOUDY/70 Mix I D. No.: 3551 NA 9/19/02 Supplier: KITSAP 07 Load #.: Remarks. Truck #.: 77 A Ticket # : 43745 23 2 Plant #: 10/17/02 Batch size: 9 Time Water: 15 Admixtures: A340/280 Batch Time: 10:26 A Sample Time: 23 3 Finish Time - Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/26/02 07 5.99 28.18 121360 4310 A 1230 23 2 9/19/02 10/17/02 28 6.01 28.37 146760 5170 A 1480 23 3 9/19/02 10/17/02 28 6.01 28.37 145920 5140 A 1470 23 4 9/19/02 H Break Types - (Cn) Cone, (CSp) Cone plit, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amec� Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3316 Report Number: 23 Date Cast: 09/19/2002 Date Received: 09/20/2002 Placement: SOG @ F/2.5 Strength (fc): 3500 psi @ 28 days Mix 1. D. No.:3551NA Supplier: KITSAP Load #.: Truck #.: 382 Ticket #.: 43758 Plant # Batch size: 9 Water 10 Admixtures A340/278 Test Result Date of Report: October 31, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor. ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp (°F) ASTM C 1064. 76 Ambient Temp. (°F): 65 N/A Weather: CLOUDY/70 Remarks Time Batch Time: 11:04 Sample Time: Finish Time Break Types - (Cn) Cone, Reviewed by: Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/23/02 04 5.99 28.18 93600. 3320 A 95°% 23 2 9/19/02 9/26/02 07 5.99 28.18 124420 4420 A 126°% 23 3 9/19/02 10/17/02 28 6.01 28.37 142655 5030 A 144% 23 4 9/19/02 10/17/02 28 6.01 28.37 141750 5000 A 143% 23 5 9/19/02 H Break Types - (Cn) Cone, Reviewed by: Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number 3317 Report Number: 23 Date Cast: 09/19/2002 Date Received: 09/20/2002 Placement: SOG H & 3 Strength (fc). 3500 Mix I.D. No.: 3551 Supplier: KITSAP Load #.: Truck #. 227 Ticket #.: 43789 Plant #: Batch size: 9 Water Admixtures: POLY A340/278 Test Result psi @ 28 days Date of Report. October 31, 2002 Project #- 2-93M-00466-0 Project Name. ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138 Concrete Temp. (°F) ASTM C 1064: 74 Ambient Temp. (°F)- 66 N/A Weather: CLOUDY/70 Remarks: Time Batch Time: 12:30 Sample Time: 1:20 Finish Time: 1:30 Break Types - (Cn) Cone, (CSp) Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/26/02 07 5.99 28.18 109550 3890 A 111% 23 2 9/19/02 10/17/02 28 6.01 28.37 131630 4640 A 133% 23 3 9/19/02 10/17/02 28 6.01 28.37 132700 4680 A 134% 23 4 9/19/02 H Break Types - (Cn) Cone, (CSp) Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client, ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn' PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3324 Report Number: 24 Date Cast: 09/20/2002 Date Received: 09/23/2002 Placement: KODO - SIDEWALK Strength (fc): 4000 psi @ 28 days Mix I.D. No.: 5 1/2 C/3000 Supplier: HARD ROCK Load #.- Truck # . 11 Ticket #.: 12014 Plant #' Batch size: 8 Water: Admixtures: Test Result Date of Report: October 31, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Arch itect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector. LISA ROSS Actual Specs Slump (inches) ASTM C 143: 5 3/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064. 66 Ambient Temp. (°F): 60 N/A Weather: SUNNY/75 Remarks, Time Batch Time: 9:05 Sample Time: 9:30 Finish Time: 10:00 Break Types - (Cn) Cone, (CSp) Cone Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 24 1 9/20/02 9/27/02 07 5.98 28.09 96650 3440 A 86% 24 2 9/20/02 10/18/02 28 6.01 28.37 136465 4810 A 120% 24 3 9/20/02 10/18/02 28 6.01 28.37 135910 4790 A 120% 24 4 9/20/02 H Break Types - (Cn) Cone, (CSp) Cone Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ame0'*v Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3330 Report Number: 26 Date Cast: 09/24/2002 Date Received- 09/25/2002 Placement: WAKK ON 1.4 LINE FROM G TO G 9 Strength (fc): 3000 psi @ 28 days Mix I.D. No.- 5 1/2C/3000 Supplier HARD ROCK Load #.: Truck #.- 9 Ticket #.- 11716 Plant #: Batch size. 5 Water Admixtures. Test Result Date of Report: October 31, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address, SHERIDAN & WHEATON, BREMERTON, WA Building Permit- Project ermitProject Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor. ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/4 Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 74 Ambient Temp. (°F) 70 N/A Weather: SUNNY/75 Remarks: Time Batch Time: 1:00 Sample Time- 1:30 Finish Time: 2:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 26 1 9/24/02 10/1/02 07 6.01 28.37 105000 3700 A 123% 26 2 9/24/02 10/22/02 28 6.01 28.37 144715 5100 A 170% 26 3 9/24/02 10/22/02 28 6.01 28.37 144960 5110 A 170% 26 4 9/24/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ameO`tr Report of Compression Test Results Client: ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn• PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3385 Report Number: 38 Date Cast: 10/10/2002 Date Received: 10/12/2002 Placement: ENTRANCE FROM C.9 TO F.5 AND 1 TO 1.4 Strength (fc): 1500 psi @ 28 days Mix I D. No.: Supplier: ON SITE MIX Load #. Truck # Ticket # Plant #: Batch size: Water: Admixtures: Test Result Date of Report: October 31, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143. Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp (°F): 65 N/A Weather: CLOUDY/65 Remarks: Time Batch Time: 12:30 Sample Time: 12:40 Finish Time: 1:30 Break Types - (Cn) Cone, Reviewed by: ne Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 38 1 10/10/02 10/17/02 07 2.00 3.14 6350 2020 A 1350 38 2 10/10/02 11/7/02 28 38 3 10/10/02 11/7/02 28 Break Types - (Cn) Cone, Reviewed by: ne Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN amecw Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3370 Report Number: 35 Date Cast: 10/07/2002 Date Received: 10/10/2002 Placement: ENTRANCE ON I LINE BETWEEN F & G Strength (fc): 1500 psi @ 28 days Mix I.D. No.. Supplier: ON SITE MIX Load #. Truck #. Ticket Plant #: Batch size Water: Admixtures: Test Result Date of Report: November 01, 2002 Project #. 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp. (°F): 64 N/A Weather: CLOUDY/65 Remarks: Time Batch Time. 12:30 Sample Time: 12:45 Finish Time- 1:45 Break Types - (Cn) Cone, (CSp one Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 35 1 10/7/02 10/14/02 07 2.00 3.14 6640 2110 A 141% 35 2 10/7/02 11/4/02 28 35 3 10/7/02 11/4/02 28 35 4 10/7/02 Break Types - (Cn) Cone, (CSp one Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3374 Report Number: 37 Date Cast: 10/09/2002 Date Received: 10/10/2002 Placement: FOOTING FROM 6 TO 6.2 AND B TO A Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier HARD ROCK Load # : Truck #.. 11 Ticket #.. 13285 Plant #: Batch size, 8 Water: Admixtures: Test Result Date of Report: November 01, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address* SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor. ASTM C 172 and C 31/31 M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143. 4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 68 Ambient Temp. (°F): 62 N/A Weather: CLOUDY/65 Remarks: Time Batch Time: 9:45 Sample Time 10:30 Finish Time 1100 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 37 1 10/9/02 10/16/02 07 6.00 28.27 130675 4620 A 154'- 54°37 37 2 10/9/02 11/6/02 28 37 3 10/9/02 11/6/02 28 37 4 10/9/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameOlp Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report: November 01, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Attn: PATRICK SULLIVAN Project Mgr. STEVE SCHMIDT Sample Architect: Date Engineer REX HARRISON Specimen Contractor: Specimen Type: CONCRETE ASTM C 39 Cast Sampling and Curing performed in substantial accordance with. ASTM C 172 and C 31131M Mix and Field Data (sq in) (lbs) (psi) Fracture Required Sample ID Number 3378 Inspector: LISA ROSS Actual Specs. Report Number: 38 Slump (inches) ASTM C 143: 5 Date Cast: 10/10/2002 Air Content (%) ASTM C 231. Date Received: 10/11/2002 Unit Weight (pcf) ASTM C 138 - Placement: 2 COOLER SLABS Concrete Temp. (°F) ASTM C 1064 72 Ambient Temp. (°F): 58 N/A Strength (fc): 3500 psi @ 28 days Weather: CLOUDY/65 Mix LD No.- 3551NA 28 Supplier: KITSAP Load #.: Remarks: Truck #.- 228 H Ticket #.. 45502 Plant #' Batch size. 9 Time Water: Admixtures: A340/280 Batch Time: 6:04 Sample Time: 7:30 Finish Time: 8:30 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 38 1 10/10/02 10/17/02 07 6.01 28.37 119115 4200 A 120% 38 2 10/10/02 11/7/02 28 38 3 10/10/02 11/7/02 28 38 4 10/10/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameOlr Report of Compression Test Results Client: ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number, 3380 Report Number: 39 Date Cast: 10/11/2002 Date Received: 10/14/2002 Placement: CURB & GUTTER AT S AND W PARKING LOT Strength (fc). 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier HARD ROCK Load #.: Truck #.: 10 Ticket #.: 13325 Plant #' Batch size: 8 Water: Admixtures* Test Result Date of Report: November 01, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 3 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138 Concrete Temp. (°F) ASTM C 1064: 67 Ambient Temp. (°F): 60 N/A Weather: SUNNY/65 Remarks: Time Batch Time: 9:55 Sample Time: 11:00 Finish Time: 11:20 Break Types - (Cn) Cone, (CSp) Co Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 39 1 10/11/02 10/18/02 07 6.01 28.37 121065 4270 A 142% 39 2 10/11/02 11/8/02 28 39 3 10/11/02 11/8/02 28 39 4 10/11/02 H Break Types - (Cn) Cone, (CSp) Co Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/01/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 0% PROJECT ADDRESS: BREMERTON 0% BUILDING PERMIT: 0% ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10104/2002 PLACEMENT: 2 COLUMNS STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A30.1 SUPPLIER: FRED HILL TRUCK NUMBER: 44 TICKET NUMBER: 45061 PLANT NUMBER: BATCH SIZE: 2 WATER AS NEEDED ADMIXTURE: A340/82 TIME BATCH TIME: 9:26 SAMPLE TIME: 10:30 FINISH TIME: 11:00 ID# SPEC DATE DATE rn-rrr. INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHEs): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 74 AMBIENT TEMP. (F): 66 WEATHER: SUNNY/75 REFERENCE REPORT: 34 SET: 3364 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF ir�wvnQ17C AOCA PCI TYPF RFO'D 3364 1 '1 ,10/08/2002 1011112002 7 3X3X6 1 10.43 35020 3360 134% 3364 1 2 10/08/2002 11101/2002 28 3X3X6 0% 3364 1 3 10/08/2002 11/0112002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY.'— DATE: • OZ ameOlv Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3379 Report Number. 38 Date Cast: 10/10/2002 Date Received. 10/11/2002 Placement: CURB AT NW ENTRANCE Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #: Truck #. 12 Ticket #. 13306 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: November 01, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064 69 Ambient Temp. (°F): 60 N/A Weather: CLOUDY/65 Remarks: Time Batch Time: 9:30 Sample Time- 10:15 Finish Time: 11:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 38 1 10/10/02 10/17/02 07 6.01 28.37 118115 4160 A 139% 38 2 10/10/02 11/7/02 28 38 3 10/10/02 11/7/02 28 38 4 10/10/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO'4v Report of Compression Test Results Client: ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3387 Report Number: 41 Date Cast: 10/15/2002 Date Received: 10/16/2002 Placement: CURBS IN SW CORNER & SIDEWALK ON SHERIDAN Strength (fc): 3000 psi @ 28 days Mix I.D. No.: Supplier: HARD ROCK Load #.: Truck # : 8 Ticket #.: 13045 Plant #: Batch size. 8 Water: 2 Admixtures: Test Result Date of Report: November 01, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: TONY DEAN Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064 68 Ambient Temp. (°F): 70 N/A Weather: CLEAR/70 Remarks: Time Batch Time, Sample Time: 12:30 Finish Time: 13:10 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 41 1 10/15/02 10/22/02 07 6.01 28.37 88385 3120 A 1040 41 2 10/15/02 11/12/02 28 41 3 10/15/02 11/12/02 28 41 4 10/15/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN BREMERTON BUILDINGDEPARTMENT ReportInspection Scope of work: 't'jl Number: Address: �. I %�i�►%i�A. • dyf Phone: Contractor- -<,I .g l 1/ _Ili i Phone: FOUNDATION Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: FRAMING Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outside Range hood Dryer exhaust vent All vent terminations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking: stairs, soffits, lowered ceilings Fire blocking wall to ceiling, furred walls every 10' Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top —& bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in COMMENTS: APPROVED: ENERGY CODE COMPLIANCE Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: MFr_14AFJ1r_A1 Appliance location and access, proper support Appliance clearance to combustibles Venting: clearance to combustibles Venting: size & support Vent termination Combustion air Ducts: size & support Gas pipe under test Gas pipe size & support Gas pipe: within 6" or underground -coated Gas pipe: underground min. 12" below grade Gas shutoff within T of appliance Gas logs: safety shut-off Gas logs: damper permanently open Wood stoves EPA certified Wood stoves & fireplaces: proper health Wood stoves & fireplaces: Tight -fitting doors Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: P1 1 IMRIAIf' DWV & water piping under test DWV: proper grade DWV: proper sizing DWV: proper drainage fittings where required DWV & water piping proper support DWV: required cleanouts Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures Water heater: gate valve on cold water supply Vacuum breakers: where required Water heater relief valve drain to outside Water heater: seismic strap R-10 pad underwater heater when required Water -piping insulated as required Grease traps/interceptors: where required Proper indirect wastes: where required COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH -IN APPROVED: Proper fastening nails - 7" o.c. horiz. Plane Nails 8" o.c. vertical plane Proper fastening screws 12" o.c. horiz. Plane (1/2") Screws - 12" o.c. horiz. plane (1/2') 24" o.c. framing Proper fastening: screws - 16" o.c. vert. Plane (1/2") Screws - 12" o.c. vert. plane (1/2") 24" o.c. framing Proper fastening screws - 12" o.c. horiz. plan (5/8") Screws - 12" o.c. horiz. plane (5/8') 24" o.c. framing Proper fastening screws - 16" o.c. vent. Plane (5/8") Screws - 12" o.c. vert. Plane (5/8") 24" o.c. framing Area & occupancy separation walls Draftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors COMMENTS: SHEETROCK APPROVED: FIAIAI Energy code requirements met, exhaust fans Plumbing & mechanical Garage/dwelling door self closing solid core Handrails & guardrails, as required Smoke detectors where required Fire ratings maintained Exit signs when required Emergency lighting when required Occupant load posted when applicable Building weatherlight Wood siding to earth separation (6") Building address posted Randon monitor when required COMMENTS: rikI n I n nnnr%% irn. u