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HomeMy WebLinkAbout02 0083a BF-;tEME:F:zTa r4 PEF:zmx-r C^ ewraFR 286 4th Street, Bremerton, WA 98337 Phone: ( 360) 478-5275 FAX: ( 360 ) 478-5278 1 GRADING PERMIT Job Addr: 2900 WHEATON WAY Permit No: 02-0083 Location: WHEATON WAY & SHERIDAN RD Status: ISSUED Parcel No: Applied: 02/20/2002 Issued: 05/30/2002 Applicant: ALBERTSONS/PACIFIC LAND DESIGN 206-522-9570 Expires: 11/26/2002. 9703 3RD AVE NE SUITE 203SEATTLE WA 98115 Owner: ALBERTSONS/PACIFIC LAND DESIGN 206-522-9570 9703 3RD AVE NE SUITE 203SEATTLE WA 98115 Contractor: SIERRA CONSTRUCTION CO INC 425-487-520Qic #: SIERRCC145NB Exp: 03-31-2004 19900 144TH AVE NE WOODINVILLE WA 98072 Desc: GRADING, SITE WORK FOR UTILITIES, CURB, GUTTER Cubic -Y- ards * Permit Fees: 391.00 Total Calculated Fee: 469.25 13,050°00 Plan Check Fees: 73.75 Additional Fees: .00 Other Fees: 4.50 Total Permit Fee: 469.25 This permit shall become null and void if the building or work authorized by this permit is not commenced within 180 days from the date of such permit, or if this building or work authorized by such pernit is suspended or abandoned at any time after the work is cowrienced for a period of 160 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 irtspections. Failure of the permit holder to notify the Building Official of required inspect=ons 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/�rantirL9 of a permit does not presume to give authority to violate or cancel the provisions of any of r st to or local law Ye9u' atine,01onStyuction or the performance of construction. �C s Signature:_ Gate:.__ J' I certify that I am exempt from ttu requirements of the state contractor's registration law, under Section 3,lChapter 126. laws of 1%7. Signaturea Dated :KY��k?KEN:XC%C�k7K�(:K�f:�1kYdylf�X�c%CW.7K:K��h.�20 % Permit Center --Approved By:Date:__ ._ v -- ,MR F=- a FR M X a F:zamaF 286 4th Street, Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Building Permit No: 02-0083 Job'.Add'ress. 2900 WHEATON WAY Status: ISSUED Lo6a'tion: WHEATON WAY & SHERIDAN RD Issued: 05/30/2002 ; 'Assr Acct No: Expires: 11/26/2002 R E 0 U I R E D I N S P E C T 1 0 N S Item: 01000 EROSION. -.CONTROL Dept: PUBWORKS Division, Stem: :02800 SOILS COMPACTION Dept: TESTING Division: Item: 021700 FINAL --BLDG Dept: BLDG Division: TESTING: Must be recognized by the Washington Association of Building officials SPECINSP: Must be registered with the State of WA ST OF WA: State of WA Dept. of Labor and Industries 478-4921 '� 0istr'ict HEALTH" Bremerton/Kitsap, Healt 478-5235 ALL INSPECTIONS PERFORMED BY THE'CITY)OF BREMERTON MUST BE SCHEDULED THROUGH. -THE PERMIT CENTER,, (360) 478-5275..../ Permit Hoo er's ��j', S-�3U/d 2_- .1 Signature: Date: I 1_j BREMERTON PERMIT CENTER PERMIT CONDITIONS Permi(t� No: Y02-0083__�__....__.____,�__________._�__��.__Page: I_____.__. Job Address: 2900 WHEATON WAY Applied- 02/20/2002 iAssr Acct No: Approved: 05/30/2002 Location: WHEATON WAY & SHERIDAN RD Issued: 05/30/2002 Applicant.: ALBERTSONS/PACIFIC LAND DESIGN Owner: ALBERTSONS/PACIFIC LAND DESIGN Contractor: Description: GRADING, SITE WORK FOR UTILITIES, CURB, GU61iTER Conditions: 1. LAND USE CONDITIONS/COMMENTS: A) ALL APPLICABLE REQUIREMENTS OF THE DEPARTMENTS OF ENGINEERING AND !PUBLIC WORKS SHALL BE CONDITIONS OF APPROVAL OF THE GRADING PERMIT, INCLUDING SILT AND EROSION CONTROL MEASURES. p) DEMOLITION PERMITS SHALL BE OBTAINED PRIOR TO DEMOLITION OF ANY STRUCTURES EXISTING -ON THE SITE. C) ALL APPLICABLE CONDITIONS ARTICULATED IN THE COMMERCIAL SITE PLAN REVIEW DECISION.ISSUED ON FEBRUARY 15, 2002 SHALL BE ADHERED TO. D) ALL APPLICABLE MITIGATIVE MEASURES ADDRESSED IN THE SEPA MITIGATED DETERMINATION OF NONSIGNIFICANCE ISSUED FOP, THIS PROJECT ON NOVEMBER 23, 2001 SHALL BE ADHERED TO. THIS APPROVAL PERTAINS TO ZONING' AND SEPA-COMPLIANCE WITH REGARD TO THIS PROJECT. E) DUE TO PENDING APPEAL OF THE ALBERTSON'S SITE PLAN REVIEW APPROVAL (FILE #PL02-6010), ANY WORK PERFORMED UNDER THIS GRADING/DEMOLITION PERMIT IS DONE AT PERMITTEE'S OWN RISK AND PERMITTEE AGREES THAT BY ACCEPTING THIS'PERMIT, IT WILL NOT SEEK DAMAGES OR COSTS FROM THE CITY OF BREMERTON INCLUDING, BUT NOT LIMITED TO REMOVAL OF IMPROVEMENTS OR RESTORATION OF THE ENVIRONMENT THAT MAY BE REQUIRED AS A RESULT OF THE FINAL OUTCOME OF THE APPEAL. ANY PUBLIC IMPROVEMENT THAT WILL BE DEDICATED TO THE CITY OR BREMERTON SCHOOL DISTRICT WHICH ARE CONSTRUCTED DURING THIS PERMITTING PHASE SHALL REMAIN AS CONSTRUCTED AT NO COST TO THE CITY OR SCHOOL DISTRICT REGARDLESS OF THE OUTCOME OF THE PENDING APPEAL UNLESS OTHERWISE ORDERED BY COURT ORDER UPON ANY SUBSEQUENT APPEAL TO A COURT OF COMPETENT JURISDICTION. P e r m i t H o l er s�.- ``'�---- S i g n a t u re - ?, _ - _________ _ Date S� Z Building Permit Application n a - b o �5 City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 478-5278 ap -8- - � APPLICANT: ❑OWNER ❑CONTRACTOR AUTHORIZED AGENT Site Address: Wilmappt-j 1-.%av A.✓D Tax _account ;umber �E�rnn�J flc gaT r5on/s address: Ts�rr A,„ n/E Sr+�7�3 Conunctor: -address: Coruactor L:censc=: Expiration Date: Contact Person: /:�iMAI Q Contact Phone==: OMP 3z2-95IC Check the type of application for below: ❑ SF RESIDENTIAL NEW COMMERCIAL NEW ❑ GARAGE ❑ DUPLEX ❑ COrvfMERCIAL REMODEL ❑ ACCESSORY BLDG IMERCLA.L ADDITION ❑ SIGN Pacfc Land Design E DvfERIC.�. REPAIR ❑ DEMO Pia �glEnlgmenng,, e&Development Services UTI-F_�a14ILY ^R GRADING (Cubic yards: )30sb ) tiANT IMPROVEMENT OTHER: 75 , „i�►a,c Bill Fortuna to, P.E. 9709 Third Avenue N. E. (206) 522-9510 Suite 203 FAX: (206) 522-8344 Seattle, WA 98115-2027 e-mail: bfortunato@pacland.com Square Footage: Dwell ng: Garaze: Dec.%S: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE: YES NO Valuation I Plan Review Fee Permit fee Surcharges Total Fees 1 k�, I l v State:- 5J� SO ! �� L� C/uJbic L'dS`. Appiicanons for' which no permit is issued wtthm 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a penod not exceeding 180 days on. request by the applicant shoeing :hat circumstances bevond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew acnon on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE:Z TVIEG 00FF EB 19 2002 BREMERTON BUILDING DEPARTMENT iGl� �'3 rC�� FR H4$S ARCNjTECTUrt5 ci.•- ��'.5 44nn TQ Tj--42K;4F3?r 2:;C P.C?/.Jt: i.i�r .: Nl :bJVL vt;j� 9.2 �ntlu r0'JL19 ri..L—I:Lc u t I g pq�rs S+l�s��Y.Y�dJyAyGF, py O gB�gE�gA R QrL"PL���/�A+Ta.�ply�Tofi �p �p . Alld�ERTSONS y#3eH�4A f�[L:�(�/A�J��`pAA�SpOL} ITIO11�7C�7p�yA�.P" P EPIVRE.- Ei AND TY (Revi3ed May 24, 2002) fine to the pcm&g appW of the AJbMUMA Mte. PIRR R"iew aWfOval (17,;'t # py_02-0010} any work pit med IMdeT *ds pest is done Ot Ptlrm'ttec'-s (.,mm d* and permits sees that by accepting this p=it, it'A"fU not alk d=Ages or Owu front the City of Bretherton. including, but not limited to resn®va[ of privaM int ants ar res14Mtian of the C" TonMer►t thAS arIAy be required as a remIt of the final outc-O me of thr, appeal. Aiy public i ®Woven at that will be dedicated to the City or }: r merlon school IA=itit Wich a= cownueed dtling this permitting pih ue shit M a3in as c !& no cost to the City or School �1dgtrict rtgxwdless of Ibe, outcome of the pending appeal =10M oti erwise ordered by court cxrr3Cv +apon any subsa*= aMvI to a court of OOMPOt*Ot}wri5dacti.or" Data �� AlbeTt S111C. 0 d OKSL9VSEb `0N Kd P,GI.1 l�wS:�IG; YJlRis 14",4-C:60 n ,l FO -0` -),VA RECEIPT RECEIPT Numbers 02000430 Amount,'. ?95.50 05/30/02 13:46 Payment Method: CK Notation: SIERRA CONST CK Init: VVI ------------------------------------------------------------------ Permit No: 02-0083 Type: GRADING GRADING PERMIT Site Address: 2900 WHEA TON WAY Location! WHEATON WAY & SHERIDAN RD Total Fees: 469.25 This Payment 395.50 Total ALL Pmts: 469.25 Balance: .00 Account Code Description Amount 16-322.1004 (2214), GRADING PERMIT FEE'S -00,N 643-237.13 kIu.,*) STATE OF WA SURCHARGE ------------------------------------------------ V?-) * wx* * *** *** * g* **** *A#***** Reprinted: 02V22/02 15-11 RECEIPT *W*Y Al** * x * ** * I% ** *WXWX XM�f. * *9 * *** * ** * RECEIPT Number: 02000155 Amount: 73.73 02-/,22/02 13',21 Payment Mpthod-", CK Notation: Pacific land ck Init: VW Perm, 1 t No: 02-0083 Type: GRADING GRADING PERMIT Loc"ation. WHEATON LvIAY 8SHERIDAN RD Total Fees: 469.25 Th.iv Payment 73.:5 Total ALt , - , Pmts: :3.75 8a.lance, 3", 5 . 5 0 Account code DescriptiOn A n! Own t 16-345-8300 (4580) BUILDING PLAN CHECK FEES 73.75 D"wtt opt of Come nity Dovolopr wt 1Mp1JJwww.d.Onnwrnrn.ws.us May 24, 2002 Bill Fortunato, P.E. Pacific Land Design 9709 P Ave, Suite 203 Seattle, WA 98115-2027 RE: Albertson Development Activity Pending Resolution of Appeal (Revised Letter) Dear Mr. Fortunato: You have asked for written confirmation that the City of Bremerton will allow limited construction activity associated with the Albertson project prior to resolution of the pending appeal. After discussing the matter with the City Attorney, it has been concluded that site preparation and other construction that is not directly associated with the site plan being appealed may be allowed, provided that a copy of the attached agreement is signed by a representative of Albertson Inc. The following construction activities would appear to be consistent with the above: 1. Development of a new school bus access to the middle school site notch of the school and Albertsons site. 2. Demolition of structures, pavement and existing site improvements situated on the Albertson site 3. Rough grading of the Albertson site. 4. Re -location of City water, storm sewer, and sanitary sewer lines within approved City easements. 5. Construction of the "Spruce Street Extension." All applicable permits and approvals must be obtained for work on the above and a signed copy of the attached agreement provided to this office prior to the starting of construction. Curb cuts, building pads and other design features that are clearly associated with the site plan approval may not be constructed until the appeal is resolved. Items # 2 and 4 above have been revised as you have suggested. You will also find a revision to the attached agreement that addresses public improvements. If you should have any questions, feel free to contact me. S' rely, JmSve Tanner Enclosure: Agreement BREMERTON BUILDING DEPARTMENT • Inspection Report Scope of work 6Y6' 1 Permit Number: _ � Address:IA2gAA — Owner:4114 Phone: Contractor. p n 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 I 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 wall to ceiling, furred walls every 10' Fire blocking: stairs, soffits, lowered ceilings 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 Attic access Trusses: specs, bracing 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: MFr14AMIral 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 Wood stoves EPA certified Wood stoves & fireplaces: proper health Gas logs: damper permanently open Wood stoves & fireplaces: Tight -fitting doors Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required COMMENTS: GAS PIPING APPROVED: OTHER APPLIANCES APPROVED: DI I luolkI/'_ FURNACE APPROVED: 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: QU=CTDf%nV 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: FINAL Energy code requirements met, exhaust fans Garage/dwelling door self closing solid core Handrails & guardrails, as required Exit signs when required Occupant load posted when applicable Wood siding to earth separation (6") Randon monitor when required COMMENTS: rlhlA 1 A nMf1%e%%/r11. Plumbing & mechanical Smoke detectors where required Fire ratings maintained Emergency lighting when required Building weathertight Building address posted ameO 115 South 8th Street Tacoma, Washinton, U.S.A. 9 Tel (253) 572-497g5 Fax (253) 572-3096/3 FIELD DOCUMENT TRANSMITTAL To: Albertson's, Inc. P.O. Box 20 Boise, ID 83706 Attn: Patrick Sullivan Date: October 28, 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 36 10/08/02 10/28/02 " 37 10/09/02 " 38 10/10/02 " 39 10/11/02 " 40 10/14/02 " 41 10/15/02 " 42 10/16/02 " 43 10/17/02 " 44 10/18/02 " 45 10/21/02 " 46 10/22/02 Compression Test 3258, 3259, 3271, 3285, 10/23/02 " 3274, 3275, 3284, 3285, 10/23/04 " 3286, 3288, 3303, 3304, 10/24/02 " 3305, 3309, 3319, 3321, 10/24/02 " 3337, 3348, 3350, , 3357, 10/24/02 " 3366, 3371, 3385, 3386 10/24/02 Compression Test 1 1 10/24/02 Thic ronnrt is nrnviriari cnlaly fnr tha infnrmntinn of nt tr nliPnt This rennrt 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\DistributionWlbertson's #443wpd wpd Rex Harrison, Structural Engineer City of Bremerton, Building Dept. D � kg0111 LES OCT 2 a 2002 DO BREIViERTON BUILDING DEPARTA1ENT ,.DAILY FIELD REPORT AMEC Earth &Environmental, Inc. ameO 115 South 81h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PRO T AME PROJECT NO. REPORT NO U,,A, L FF RI . MA.�: ADDRESS PERMIT NO DATE 40 O -8 WEATHER 72 - PAGE (includes Test Reports) Lj—:7 J. CA OF STRUCTURAL ENGINEER 6AAetAlfalc AMEC PROJECT MANAGER/PHO NO t)-� &4 \ � A-� ARCHITECT AMEC FIELD REPRESENTATIVE/PAG IP CONTRACTOR TY E OF INSPECTION W INSPECTION kal� ❑ RE -INSPECTION ,a ,r � �a� ^,�,���_ �} � �'�}r'��-y'��,$yy • ,. . � i 4 � ��3 J.' A"��C�31��Y1iFa•�riF"�.�C"4'�i-� ��3TIL.IT�RW3i.Ll�.T.S��R �, l �r�iiLiG�-,�2�v�..1 ,i=. '� r .},s y � i"�`z ��r '`i ' "�'x`�-`5-,-.�- ,�i'� z= q`��4�"C�Y3Yi�]Sai1�L~'Lt.iSF'is'ys�-:.-����s.f..4 G�y U,,A, L FF RI . MA.�: rAO . M rI t 7 raZ + -LO 40 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. 0 amec 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PR E 7 AME � PROJECT NO REPORT NO PAGE (includes Test Reports) DATE OF G 1.0 - S - ® Z 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 6 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 STM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PRO ME L 7Q- 3 PROJECT NO. REPORT NO. PAGE (includes Test Re or �..! OF DATE Q q.e-� b `� Q- V G_ FIELD DATA BATCH DATA SUPPLIER Oak yrt TYPE OF CEMENT MIX NUMBER 'S 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.) S DRUM REVOLUTIONS WATER (LBS.) BATCH TIME b : AIR ENTRAINMENT SAMPLE TIME ' o ADMIXTURE NO. 1 FINISH TIME'L; 00 ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTHSI @ AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS)SLUMP (ASTM C-143) 3 SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ®`Z AMBIENT TEMP. OF DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) o 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 i 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 &02) samec 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 ORTAR (TYPE STM C-1019 ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISMSHOTCRETE 1-17 UBC 21-1717T OTHER ACI 506 R PRO T A E PROJECT NO. REPORT NO. PAnc ults Test Rep rts) DATE OF r(�%r v t. FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER 3O , WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) ' TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 Z COARSE AGG. (LBS.) TOTAL PLACED 2_017Z_YD3 COARSE AGG. (LBS.) Z-0 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 CS—D ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF / LABORATORY SET # I.D. # SAMPLE LOCATION: C'. DESIGN STRENGTH 45b—USI @ M 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 0 AMBIENT TEMP. OF DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) :710 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 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) FAW FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 ameO PRO T E .yam PROJECT NOFIELD REPORT NO. SUMMARY OF FIELD COMPACTION TEST RESULTS Wed -IL - *199PHALT DATE PAGE IVI�OF AMEC Earth & Environmental, Inc (REV 11/00) SUMMARY OF FIELD COMPACTION TEST RESULTS Wed -IL - *199PHALT TEST NO SAMPLE NO. LOCATION OF TEST PROBE DEPTH ELEV. WET DENSITY DRY DENSITY % % COMP % PTS MOIST. COMP. SPEC. # OPT. PASS/ FAIL 2 z s onntni, 131,77 77,4q77-"`1' SOIL PROPERTIESCOMPACTION TEST PARAMETERS SAMPLE NO. ID NUMBER MATERIAL DESCRIPTION LAB VALUES TESTMETHOD: RJAZIM D-2922 / D-3017 (SOIL) ❑ ASTM D-2950 (ASPHALT) NUCLEAR GAUGE NO: GAUGE STANDARD:MS DS 7 C � LAB METHOD: ElSTANDARD PROCTOR (ASTM D-698) DIFIED PROCTOR (ASTM D-1557) g;0IC;E (ASTM D-2041) ❑ MARSHALL (ASTM D-1 559) Z. �qCF @ /1. MST 4:2�n "-K:k— CF @ %MST It PCF @ %MST ` ELEVATI ER 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, wihtout the written permission of AMEC Earth & Environmental. Inc oc THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANAGER AMEC FIELD R RESENTATIVE AMEC Earth & Environmental, Inc (REV 11/00) FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 ameO PROJECTN TEST N0. PROJE NO FIELD REPORT NO PROBE DEPTH ELEV. • r , DRY DENSITY % % COMP. MOIST COMP SPEC DATE PAGE � ©...$ —6aL— OF co LQ SUMMARY OF FIELD COMPACTION TEST RESULTS O SOIL gKg HALT TEST N0. SAMPLE N0. LOCATION OF TEST PROBE DEPTH ELEV. WET DENSITY DRY DENSITY % % COMP. MOIST COMP SPEC % PTS ±OPT. PASS FAIL o s -+-sem S s.d-214IZ-40 Q-7 -70 o Z 4-770 #24 z.7 1-21 2-1 3. AMEC FIELD THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANAGER AMEC Earth & Environmental, Inc (REV 11100) ..,DAILY FIELD REPORT AMEC Earth &Environmental, Inc. ameckO 115 Sout6,81.", Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR E T AME PROJECT NO REPORT NO. VV PERMIT NO DATE iADDDRE S V v Q Z.— O CLIENT WEATHER PAGE (includes Test Reports) A ltve_� el,,.� i L OF STRUCTURAL kMEC PROJECT MANAGER/PHON O AR CT AMEC FIELD REPRESENTATIVE/P NO. CO CTOR TY E OF INSPECTI N 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 S Environmental, Inc (Rev 11/00) DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. 10 ec 11335 N.E. 122 n Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PRO Cl PROJECT NO REPORT NO. e7�r 1 5 PAGE (includes Test Reports) DATE OF C) ~ V2 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 ONCR ASTM C- GROUT ASTM C-1019 MORTAR (TYPE ) ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PRO CT E� PROJECT NO. REPORT N0. -an PAGE (Includes Test Reports) DATE OF 'Q—Z— FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER +^d 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 0 : 50 ADMIXTURE NO. 1 FINISH TIME ` ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: Gaemn, �. `Z_ DESIGN STRENGTH �S @ ZZDAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) -2's AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ., AMBIENT TEMP. °F -a 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 EPRESENTATIVE EVIEWED 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 81" Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 4 AM PRO CT N ME PROJECT NO REPORT NO inIIII ri ADDRES PERMIT NO DATE Z pe WON PVj .^'7 CLIENT WEATHER PAGE (includes Test Reports) 61y1.WL 101 I MFIA I BAN OF STRU TURAL ENGINEER 0 AMEC PROJECT MANAGER/PHONE 0. ft4A \ij.-� ARCHITECT AMEC FIELD REPRESENTATIVE/PA r. k.�' 1, 1 f�� I, J:� CONTRACTOR TYP OF WSPECTI N INSPECTION S ❑ RE -INSPECTION To the best of our knowledge, all items inspected as noted above were in general UD -re -s Lf Preliminary Observations conformance with the approved plans and specificligegs. ❑ No A _ ❑ Deficiency Corrected - Report No 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) M ro— 1ron r W-.. = r4e, 4 IOW.n ri � Ate-- 4� �ti�Lk t• o.:� � ��, v !L•� � w� -�� w�-� Z pe WON PVj 101 I MFIA I BAN To the best of our knowledge, all items inspected as noted above were in general UD -re -s Lf Preliminary Observations conformance with the approved plans and specificligegs. ❑ No A _ ❑ Deficiency Corrected - Report No 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. 19 amec 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PROJj�T E PROJECT NO. REPORT NO r(//`�— PAGE (includes Test Reports) DATE 71 OF 0 — Q 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) -amen Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETEGROUT 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 PROJE AV Z PROJECT NO. REPORT NO. PAGE (Includes Test Reports) II._ OF DATE 0 .— -Z FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER - WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) 7 TRUCK NUMBER ZZ FLY ASH (LBS.) BATCH SIZE, YD3 9 COARSE AGG. (LBS.) 3 TOTAL PLACED OF YDS COARSE AGG. (LBS.) aQ c740 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO.A 'Z FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF Z LABORATORY SET # I.D. # SAMPLE LOCATION: Z DESIGN STRENGTH PSI @Z DAYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) i SPECIMEN (NO./SIZE/TYPE) ZS AIR CONT. (ASTM C -173/C 231) DATE SAMPLED �� AMBIENT TEMP. °F� DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) z- 01 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 FI D REPRESENTATIVE VIEWED 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) 1amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRET GROUT STM C-39 TM C-1019 MORTAR (TYPE ) ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE OTHER ACI 506 R PRO EC MME PROJECT NO. REPORT NO. PAGE (Include Test Reports) DATE OFIJO-10-02 FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER / CEMENT (LBS.) 74> TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD' 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 TIMEADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION:Qf1 DESIGN STRENGTH PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) ,r AV SPECIMEN (NO./SIZE/TYPE) 3eAIR CONT. (ASTM C -173/C-231) DATE SAMPLED 0 _ _ 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 If different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS i AMEC FIEV 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 GROUT MORTAR (TYPE) ASTM C-39 STM C-1019 ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT ME PROJECT NO. REPORT NO. PAGE (includesTest Reports) - - OF DATE FIELD DATA BATCH DATA SUPPLIER � TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBERCEMENT (LBS.) 7�0 TRUCK NUMBER LIPSFLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF— -2—YD3 COARSE AGG. (LBS.) z WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 15J LC) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME D AIR ENTRAINMENT SAMPLE TIME20ADMIXTURE NO. ' FINISH TIME S ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET I OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 114 SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) 5 AIR CONT. (ASTM C -173/C-231) DATE SAMPLED 14D ._ p _ C> -Z_ AMBIENT TEMP. 'F a 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 Werent from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC LD REPRESENTATIVE I D BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAULK 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 &ORUR (TYPE MU (TYPE ) ASTM C-1019 ASTM C-780 ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PRO CT ME PROJECT NO. REPORT No. PAGE (Incudes Test Reports) OFC. DATE a©� 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. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ; YQ ADMIXTURE NO. 1 FINISH TIME 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) SPECIMEN (NO./SIZE/TYPE) 1z. 5 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 if different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIE REPRESENTATIVE R IEWED 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. amec 115 South 81" Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PRA E PROJECT NO REPORT NO A )D SS PERMIT NO. DATE CLIE T WEATHER PAGE (includes s) Test Reportffl s 5A--A^jAM AMEC PROJECT MANAGER/PHON AA OF NO. STR TURAL ENGIN ER ARCHITECT AMEC FIELD REPRE NTATtVE/P NO CONT ACTOR TYP OF INSPECTION S L�NSPECTION 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) 'DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PRO C AME PROJECT NO REPORT NO PAGE (includes Test Reports) DATE OF 16 - 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) 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 GROUTMORTAR ASTM C-39 STM C-1019 (TYPE ) ASTM C-780 CMU (TYPE ) ASTM C-140 I RISM UBC 21-17 SHOTCRETE ACI 506 R OTHER pR E PROJECT NO. REPORT NO. PAGE (includes Test Reports OF DATE 0_ Z FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER ' 3 CEMENT (LBS.) TRUCK NUMBER O FLY ASH (LBS.) BATCH SIZE, YD3 S COARSE AGG. (LBS.) TOTAL PLACED _ga_OF YW COARSE AGG. (LBS.) O WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS t 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: c ic U DESIGN STRENGTHQQC$SI @ DAYS 'TEST DATA PECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) I J� SPECIMEN (NO./SIZE/TYPE) `ry AIR CONT. (ASTM C -173/C-231) DATE SAMPLED 0 _ 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 ff different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AM 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) FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR C ME PROJECT NO_ FIELD REPORT NO SAMPLE NO. DATE +-� PAGE OF = SUMMARYOFFII:I.Et QMPACTIC?14TESTRESULTS . CISQIL iACr TEST N0. SAMPLE NO. LOCATION OF TEST PROBE DEPTH ELEV. WET DRY DENSITY DENSITY % % COMP. MOIST. COMP. SPEC. % PTS ± OPT. PASS/ FAIL j 3, 3 « s�. .o i� SOIL:PROPER+IES COMPACTION TEST PARAMETERS SAMPLE NO. ID NUMBER MATERIAL DESCRIPTION LAB VALUES TESTMETHOD: ❑ ASTM D-2922 / D-3017 (SOIL)TM D-2950 (ASPHALT) NUCLEAR GAUGE NO: Z GAUGE STANDARD:MS DS. Z57�_ LAB METHOD: ❑ STANDARD PROCTOR (ASTM D-698) ❑ MO IED PROCTOR (ASTM D-1557) 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 party by any means, except in full, vnhtout the written permission of AMEC Earth 8 Environmental, Inc 000 C FIELD REP SENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANAGER DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 8`h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 amec19 PROJE T N ME ,�` � qY3 PROJECT NO a`?3,hlov- o REPORT NO -0 AD RESS PERMIT NO DATE 0 ��/(J CLIENT i WEATHER PAGE (includes Test Reports) 1 /() OF STRUCTURAL ENGIN/EER / AMEC P JECT MANAGERR/ ONE NO N lej- ARCHITECT Alvl 9 REPRESENTATIVE/PAGE NO CONTRACTOR L 1 �T TYPE OF INSP TION W INSPECTION ❑REINSPECTION I 5 !C om / WMENTS ��c>7 Ace C �,,.� 67 W nIq A/�/ r/ o •�i t 43 r 4j tqq s �y ^— J s � SAMPLES OBTAINED (NUMBERISIZElTYPE) To the best of our knowledge, all items Inspected as noted above were in general [?Ves H Preliminary Observations conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PRESENTATIVE r IS 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 AMEC Earth &Environmental, Inc. amec 115 South 81h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 OJ PRT N M;�� f y3 PROJECT NO REPORT NO e) Ad S l i -"' 43 1; �, le IiGG ADDRESS , PERMIT NO DATE CLIENT L7 WEATHER PAGE (includes Test Reports) SrA.,P'C4'f OF STRUCTU AL ENGINEER AMEC PROJECT MANAGER/PHONE NO I ' ARCHITECT AMEC FEEL PRES ENTA TIVE%P NO AJ CONTRACTOR TYPE OF INSPE ON 5XEW INSPECTION :51 a i ❑ RE•INSPECTION SAMPLES ouAINBo (NUMBEFUSIZUTYPE) y- 6?c /d - To the best of our knowledge, all items Inspected as noted above were in general /fes ❑ Preliminary Observations conformance with the approved plans and specifications. ❑ No 4 ❑ Deficiency Corrected — Report No. 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) -C e) Ad S l i -"' d01AC eGF' .v z,-ip VA 11Z S �6 iV SrA.,P'C4'f J� AJ SAMPLES ouAINBo (NUMBEFUSIZUTYPE) y- 6?c /d - To the best of our knowledge, all items Inspected as noted above were in general /fes ❑ Preliminary Observations conformance with the approved plans and specifications. ❑ No 4 ❑ Deficiency Corrected — Report No. 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 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETEJ GROUT ASTM C- ASTM C-1019 1 MORTAR (TYPE ) ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT NO. REPORT NO. Y� PAGE (Includes Test Reports) OF (5� DATE /,0 FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER�` (� G f !) CEMENT (LBS.) TRUCK NUMBERFLY ASH (LBS.) ^ BATCH SIZE, YD' 7 COARSE AGG. (LBS.) /770 . C/C ro TOTAL PLACED OF YD3 COARSE AGG. (LBS.) --------� WATER ADDED, GALS. a COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.)�� !j 1 ` Cw DRUM REVOLUTIONS WATER (LBS.) l 9 9 , 9 BATCH TIME AIR ENTRAINMENT y 04 - SAMPLE TIME SAMPLE ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO.2 �-- SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: C GJlo/ DESIGN STRENGTH AMPS' @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS)�-t �� f I SLUMP (ASTM C-143) L(r SPECIMEN (NO./SIZErrYPE) (p AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. °F yv es / U O DS DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) Yo e_ 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 D REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PRO.ierrr mwnwaac�c 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. 0 amec 11335 N. E. 122"d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PROJECT NAME' : ff PROJECT NO. REPORT NO. L T, '' y W L 6G a . ovI — ,0Q ADDRSS CL D PERMIT NO DATE /6 U Z CLIENT III. WEATHER PAGE (includes Test Report OF STRUCTURAL ENGINEER AMEC PROJECT MANAGER/PHONE NO tr ARCHITECT NTATIVE/PAGE NO i AMEC FIEDRErn I. 1-r CONTRACTOR w S.t TYPE OF INSPECTION LC— E NEW INSPECTION t 1 r -- — � e lic'�ur wka — _❑ RE -INSPECTION COMMENTS. CIA b Il kh-C�Ofr:� A+0 LAZ Arc LIU,-� 1 K-eff"'10 1114 LI c� r� v�T T r T n (' - ' i op cr — S it2-c.L 38©0 (2-32 V'-5'rlne. Cca r J �he . wcST eVA-, 10� U SAMPLES OBTAINED (NUMBER/SIZE/TYPE) 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 111100) DAILY FIELD REPORT (cont.) AMEC Earth 8 Environmental, Inc. ameO 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PROJECT NAME PROJECT NO REPORT NO A• +rock -4 I (< tr41 PAGE (includes Test Reports) 4— DATE Z OF _ IV -1A COMMENTS A• +rock -4 I (< tr41 1 C1 Ir kC'iV%4,%-�( t6 r4 - ! 04 ff---vu% G d 06�-L I 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) AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE GROUT ASTM C-39 STM C-10 MORTAR (TYPE ) ASTM C-760 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 rSHOTCRETE ACI 506 R OTHER PROJECTNAME /n1 rt V' PROJECT NO. 90 -0066 - 0 REPORTNO. � Z PAGE (includes Test Reports) OF (/���' DATE/ L®�IQ�Q Z_ FIELD DATA BATCH DATA SUPPLIER C �' TYPE OF CEMENT MIX NUMBER 570} 3c. WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER L4 5-9,c( CEMENT (LBS.) 2-9 C2 3 3p TRUCK NUMBER C)q FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED _3 OF S YDS" COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) `� !' 11360 ALLOWABLE WATER, GALS. ` FINE AGG. (LBS.) 8 ^ DRUM REVOLUTIONS VK �� ej WATER (LBS.) BATCH TIME nct3AIR ENTRAINMENT SAMPLE TIME 1045 -ADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF Z LABORATORY SET # I.D. # SAMPLE LOCATION: Too 1'i-Pt DESIGN STRENGTH PSI ® M DAYS -TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) -7-ZS SLUMP (ASTM C-143) D SPECIMEN (NOJSIZEITYPE) q- �7c AIR CONT. (ASTM C-1731C-231)^— DATE SAMPLED lD r��^� Z AMBIENT TEMP. OF r - DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) 67" CURING CONDITIONS UNIT WEIGHT (ASTM C-138) i- HIGH1LOW TEMPERATURES YIELD (ASTM C-138) -� 'Note appropriate teat methods If dMterent from those Indicated 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 AGRA Earth and Environmental, Inc. AG19378 (Rev.8/99) ., ameo Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington Wasng on 98034 Fax ( x (425) 821-3914 TEST REPORT CONCRETE STM C-3 GROUT ASTM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT i�Q T PROJECT NO. QoVbb� REPORT PAGE (Includ Test Reports) DATE /0 -0 FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER- WEIGHTS PER YARD DESIGN AC AL TICKET NUMBER L{ S166 CEMENT (LBS.) TRUCK NUMBER /L2 FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED –a— 0 Ff,—Y D- COARSE AGG. (LBS.) WATER ADDED, GALS. 1AP' COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 14 FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 119)k AIR ENTRAINMENT SAMPLE TIME 35- ADMIXTURE NO. 1 FINISH TIME Q P ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF / LABORATORY SET # I.D. # _o SAMPLE LOCATION: 6 -o -&-- -&-_DESIGN DESIGN STRENGTH 33-J)p PSI @ 25 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) —-2�--�--+ SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) s-{ C7�` Z AIR CONT. (ASTM C -173/C-231) "— DATE SAMPLED (v—t6-ozAMBIENT TEMP. IF 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 from those indicated SAMPLE STORAGE LOCATION AND COMMENTS LD REPRESENTATIVE Z FEVIEWED 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. APA 19378 (Rev 3/02) DAILY FIELD REPORT AMEC Earth &Environmental, Inc. amec 115 South 81h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJ C N ME PROJECT NO REPORT NO A►� AAAA � _.�� i t i"-•� ��. ADD SS PERMIT NO DATE NOW_. +. -7 6 Z l J i • • _ti CLIENT WEATHER PGE (includes Test Reports) LP1-� .� 4 a! ANNA WON" I AN-84,1111TARVE—VA � rip- _ .• R. ® I WdL. AMX4 OF STRUC URAL ENGIN ER AMEC PROJECT MANAGER/PHON NO ARCHITECT AMEC FIELD REPRESENTATIVE/P =✓ i1, ersrs CO CTOR TYP OF INSPECTION J INSPECTION RE -INSPECTION � � yar�t��-�,r �:1,' FRiSi1A t+e- �. y�7Yir� {�� �'•�,` I � iL-.f, l.')�����2 �.tRiFI�YlFM°���fl\f.R'�T' �.A EiulfO. � ; a '�, -° .�'�'p:=": z '7/. �'l(( ,r�'� �-�rL►'i"t K, .... j�.� J'Gr1YS.� �. •fF��•(y�'�'.';`•.ty y '"�� ;i .! } �,: �1! '�l } X. •Y� G�ItI� wVilYw.a`._�t / Pa`»rA�.`rYYi^-.���` Md='41RFA _YAW A►� � � „tea._ ��: .�`� �. t-.�� � _.�� i t i"-•� ��. It A 1 � N WA FV_ �! � fir. � �� ..► W`Il FAW W M �_� � �n '@�__ 1 - NOW_. +. l J i • • _ti I. i• LM a" �.. �. / i t 0 LP1-� .� a! ANNA WON" I AN-84,1111TARVE—VA � rip- _ .• R. ® I WdL. AMX4 A, 11 NAWN ! _�! .� .! _ N 6, mi, i II -- .' » r .�.� !; WAM ®R AN] mak 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) `ameO Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT N -CR-E-T-E GROUT ASTM C-39 STM C-1019 MORTAR (TYPE —)I ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 I SHOTCRETE ACI 506 R OTHER PRO ECT ME PROJECT NO. REPORT N0. l PAGE (Includes Test Reports OF DATE 10-17--02- —OZFIELD FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) 'E;2.10 TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF_1$1&3 COARSE AGG. (LBS.) / $ 0 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) -z DRUM REVOLUTIONS WATER (LBS.) -z- BATCH TIME BATCH ; AIR ENTRAINMENT �Z 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 _ItR PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) �f SPECIMEN (NO./SIZE/TYPE) ( AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ AMBIENT TEMP. °F 3 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 R different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIEL EPRESENTATIVE "ZV6kREVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJEcr MANAUr-K 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) ramec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE ASTM C-39 I GROUT ASTM C-1019 MORTAR (TYPE ) ASTM C-780 CMU (TYPE ) PRISM SHOTCRETE ASTM C-140 UBC 21-17 j ACI 506 R OTHER PROJ AME -Z J PROJECT NO. 00 / W:r7:o. jq3m REPORT NO. /3 - PAGE (Includes Test Reports OF DATE 0 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 AA�-- �OF�7� D3 COARSE AGG. (LBS.) L WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER Z74_3 BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 67, FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF� LABORATORY SET # I.D. # SAMPLE LOCATION: Fy:z,,� W-%, L'�3. �;;� DESIGN STRENGTH PSI @ DAYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) N SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED 0 .. g AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) e CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES I YEILD (ASTM C-138) 'Note appropriate test methods it different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC 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) -ameO Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE ASTM C-39 GROUT ASTM C-1019 MORTAR (TYPE ) ASTM C-780 CMU (TYPE ) PRISM --"`k SHOTCRETE OTHER ASTM C-140 UBC 21-1L2 ACI 506 R PROJECT ME JECT NO. REPORT NO. 0 PAGE pnclud s Test Rep rt) DATE �/ OF �a FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER All. 0 1CEMENT (LBS.) TRUCK NUMBER 21 FLY ASH (LBS.) BATCH SIZE, YD' 2.75 COARSE AGG. (LBS.) TOTAL PLACED �• OF�D 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© �o ADMIXTURE NO. jq3f�o 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)Nil SPECIMEN (NO./SIZE/TYPE) p AIR CONT. (ASTM C -173/C-231) DATE SAMPLED ,... AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) e 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 ' VECFI D 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) tDAILY FIELD REPORT AMEC Earth &Environmental, Inc. 10 amec 115 South 8`h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PRO EC AME PROJECT NO , REPORT NO -0 11 �lq- ADD SS PERMIT NO. DATE n-1 O -2 CLI T WEATHER PAGE (includes Test Reports) SCl" IL4 OF STRU TUBAL ENGI EER AMEC PROJECT MANAGER/PHOrN NO . V ARCHITECT AMEC FIELD REPRESENTATIVENO CONT CTOR TYP OF INS 1 N IN ❑ RE -INSPECTION To the best of our knowledge, all items inspected as noted above were in general LarTes U Preliminary Observations conformance with the approved plans and specifications. ❑ No ^ ❑ Deficiency Corrected - Report No. C 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. 11335 N.E. 122 n Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PRO T E PROJECT NO REPORT NO cre �O PAGE (includes Test Reports) DATE �z OF /� ''%—(S -Z 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 11100) ,amen Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 O CRETE GROUT TM C-39 TM C-1019 I MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 I SHOTCRETE ACI 506 R OTHER PRO CT ME ME PROJECT NO. REPORT NO. PAGE (Includes Test Reports) OF DATE b FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBERV77 WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER 3 Z CEMENT (LBS.) FLY ASH (LBS.) 4570 TRUCK NUMBER BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF-6—YD-1 COARSE AGG. (LBS.) O WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) Z•� DRUM REVOLUTIONS WATER (LBS.) BATCH TIME _ AIR ENTRAINMENT dZ— SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME r ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: • I— DESIGN STRENGTH SI @ DAYS I *TES1 DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) Z/ 4-1 SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. °F m 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 i AMEC FIELRrREPRESENTATIVE 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. 115 South 8th Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 I PRO C ME PROJECT NO REPORT NO ADDRESS PERMIT NO DATE �+ CLIENT WEATHER PAGE (includes Test Reports) OF STRUCURAL ENGINEE AMEC PROJECT MANAGER/PHONE NV ARCHITECT AMEC FIELD REPRESENTATIVE/PA I.A CONTRACTOR TYPE OF INSPECTION 1011119<1INSPECTION ❑ 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) amec Earth & Environmental, Inc. 11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 E GROUT C-39 TM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER fPROECME PROJECT NO. REPORT NO. PAGE (Includes Test Reports Z OF DA/TE IO . FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER `L� CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 ! COARSE AGG. (LBS.) TOTAL PLACED OF--7—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 c) ADMIXTURE NO. 2 SAMPLE AND TEST DATA j SAMPLE SET OF 1 LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH PSI @ 212PAYS 'TEST DATA SPECIFIE& ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/ YPE)(q) J, AIR CONT. (ASTM C -173/C-231) DATE SAMPLED AMBIENT TEMP. °F UZI 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 from those indicated SAMPLE STORAGE LOCATION AND COMMENTS l AMEC FI ELI 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) I'::::� FIELD DENSITY REPORT AMEC Earth 8r Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 • PR AME PROJECT NO FIELD REPORT NO TEST NO. DATE o - Z I — 6 -z- PAGE OF mmt:t, Bann e,rnvrronmentai, inc. tmry _i vwl SUMMARY OF FII [LD. COMPAOTION TEST RESULTS Llf4Q�t ' - tfJRSPMAtT . TEST NO. SAMPLE NO. LOCATION OF TEST PROBE DEPTH ELEV. WET DENSITY DRY DENSITY % % MOIST. COMP. COMP. % PTS SPEC. ±OPT PASS / FAIL `o 't' �� Z. .1 << lb ' 0 1+770 .t o. 3A 1 -t-ts� 3d o 3. /o .D JLZ7 .4-2-.L. 1 << Z•3 -7 1qz .1 0q.0 .S 7 ,, �< < < o.l 2.7 << �� 1 3 .L 13 7-7 2• 0 VIA 1qZ L. /X Z.3 SOIL PIROPERTIES -COIMPACTION TEST RARAMEMRS ' SAMPLE NO. ID NUMBER MATERIAL DESCRIPTION LAB VALUES TEST HOD: STM D-2922 / D-3017 (SOIL) ❑ ASTM D-2950 (ASPHALT) NUCLEAR GAUGE NO: �/ r GAUGESTANDARD:MS L%3 DS �Z��L Ace /f 14.10 46 PCF @ %MST PCF @ %MST LAB METHOD: ElSTA ARD PROCTOR (ASTM D-698) PCF @ %MST DIFIED PROCTOR (ASTM D-1557) ❑ RICE (ASTM D-2041) ❑ MARSHALL (ASTM D-1559) This report is provided solely for the information of our NATION REFERENCE. client. This report is not intended to be lransmdted to a third party by any means, except in full, wihtout the written permission of AMEC Earth & Environmental, Inc THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT !/lam WEMR02EICTIVIANIAGER AMEC FIELD REPRESENTATIVEZ5 TO CHANGE PENDING REVIEW BY PROJECT MANAGER ✓�+r mmt:t, Bann e,rnvrronmentai, inc. tmry _i vwl FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 ame& PR C N41ME PROJECT NO. FIELD REPORT NO DATE PAGE OF 41 01-1 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT AMEC FIELD REPRE NTATIVE TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANAGER AMEC Earth & Environmental. Inc. (REV. 11100) MIFES—V jjn� MAPS 1111111MA. i MI. IFIN FAS IN M'ILTM—WA—NLr.,V—.ToMR, Il "I: -- — -- 01-1 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT AMEC FIELD REPRE NTATIVE TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANAGER AMEC Earth & Environmental. Inc. (REV. 11100) 1DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 81h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PR JE T NAME X PROJECT NO REPORT NO ADD PERMIT NO DATE �SS 02 - v ©- -cz2 WEATHER PAGE (includes Test Reports) CLIEN 760' 1 OF STRU TUBAL ENGIN ER AMEC PROD CT MANAG R/PHO ENO ARCHITECT AMEC FIELD REPRESENTATIVE/PA O CONT ACTOR TYPE OF INSPEC ON 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 & Environmental, Inc (Rev 11/00) `DAILY FIELD REPORT (cont.) AMEC Earth & Environmental, Inc. amec'3 11335 N.E 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 PR E AME PROJECT NO. REPORT NO • PAGE (includes Test Reports) DATE OF C) - —2 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 8 Environmental, Inc (Rev 11/00) 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 GROUT 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 PR AME y - PROJECT NO. REPORT NO. PAGE (includes Test Reports) OFLP DATE FIELD DATA BATCH DATA SUPPLIERTYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) -S7o TRUCK NUMBER $ FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED —I!%-_ OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) Z� DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME M I ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTHPSI DAYS *TEST DATA SPECIFI D ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143)!!Se 2p - SPECIMEN (NO./SIZE/TYPE) 01 AIR CONT. (ASTM C -173/C-231) DATE SAMPLED72— AMBIENT TEMP. *F m 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 FI D 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 OUT ORTAR (TYPE ASTM C-39 STM C-1019 ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE I ACI 506 R OTHER PRO C ME PROJECT NO.//eems� 'V REPORT NO. PAGE (Include Test Re ortsI OF DATE FIELD DATA BATCH DATA SUPPLIER&A M TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) -2:2—cl O TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 3,'S COARSE AGG. (LBS.) TOTAL PLACED .2? OF�D3 COARSE AGG. (LBS.) Z WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) S d DRUM REVOLUTIONS WATER (LBS.) BATCH TIME :. AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. d Q FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET I 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/rYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED d _ 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 it different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS on F AMEC F D REPR SENTATIVE 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 C-39 GROUT ORTAR (TYPE CMU (TYPE ) ASTM C-101 ASTM C-78 ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PRM E PROJECT NO. REPORT NO. PAGE (includes Test Reports) OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL oft 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 L5PSI @ AYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) S S AIR CONT. (ASTM C -173/C-231) DATE SAMPLED-7Z2--C� AMBIENT TEMP. OF O 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 if different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIELD EPRESENTATIVE EVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAULK 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 P T AME , PROJECT NO. - , S —® V`.VL Ids/`! FIELD REPORT NO TEST NO. DATE Z�OF PAGE NMtI, cane a enwronmentai. inc tnev i uuuf SUMMA14YOfiFIELOCOMPACTIONTESTRESVL'FS SALT TEST NO. SAMPLE NO. LOCATION OF TEST PROBE DEPTH WET DENSITY DRY DENSITY % MOIST. %COMP. COMP. SPEC. % PTS ±OPT. PASS FAIL '� //ELE--V. LTt', 5 • ` Z Z- 770�� ��Igm • / P 1 7C2 -Z .®' I SOIL PROPERTIES COMPACTION TEST PARAMETERS SAMPLE NO. ID NUMBER MATERIAL DESCRIPTION LAB VALUES TESTMETHOD: � � El ASTM D-2922 / D-3017 (SOIL) I4STM D-2950 (ASPHALT) NUCLEAR GAUGE NO: 32—cLa. 3— / GAUGE STANDARD:MS DS Z7S—"7— LAB METHOD: ❑ STANDARD PROCTOR (ASTM D-698) ❑ MO�DI IED PROCTOR (ASTM D-1557) 9HRI E (ASTM D-2041) ❑ MARSHALL (ASTM D-1559) PCF @ % MST PCF @ % MST o PCF @ /o 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 party by any means, except in full, wihtout the written permission of AMEC Earth & Environmental. Inc. 00 EC FIEL�RRE�SENTATI�VE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY PROJECT MANAGER It AMSC PROJECT MANAGER NMtI, cane a enwronmentai. inc tnev i uuuf ameOlw 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 I D. No.: Supplier: ON SITE MIX Load #.. Truck # Ticket # Plant #: Batch size: Water: Admixtures: Test Result Date of Report: October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT 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 Break Types - (Cn) Coney (CSp) 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 13 1 9/5/02 9/12/02 07 2.00 3.14 4981 1590 A 106% 13 2 9/5/02 10/3/02 28 2.01 3.17 3705 1170 A 78% 13 3 9/5/02 10/3/02 28 2.01 3.17 3670 1160 A 77% 13 4 9/5/02 H Break Types - (Cn) Coney (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 10/23/02 151 % P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 0% BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 0% PROJECT ADDRESS: BREMERTON 0% BUILDING PERMIT: ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA INSPECTOR: LISA ROSS CAST DATE: 09/05/2002 PLACEMENT: H + 3 (4 to 8') ACTUAL SLUMP (INCHES): FLOWABLE STRENGTH: 2,500 @ 28 Days AIR CONTENT (%): UNIT WEIGHT (PCF): MIX ID NUMBER: CONCRETE TEMP. (F): 75 SUPPLIER: FRED HILL AMBIENT TEMP. (F): 56 WEATHER: SUNNY/80 TRUCK NUMBER: 212 TICKET NUMBER: PLANT NUMBER: BATCH SIZE: 6 REFERENCE WATER REPORT: 13 SET: 3259 ADMIXTURE: A340/241 TIME BATCH TIME: 5:48 SAMPLE TIME: 7:00 FINISH TIME: 7:30 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF In Pprr:I%/r-n TFCTFII inAYC1 R17F APFA PSI TYPE REO'D 3259 1 09/06/2002 09/1212002 7 3X3X6 11.67 41115 3520 141% 3259 2 09/06/2002 10/0312002 28 3X3X6 11.58 43805 3780 151 % 3259 3 09/06/2002 10/0312002 28 3X3X6 11.58 44200 3820 153% H 0% 0% 0% 0% 0% REVIEWED BY: " DATE: /O ' l,t•o ti. 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: 3271 Report Number 15 Date Cast: 09/09/2002 Date Received: 09/10/2002 Placement: KODO SIDEWALK O SR 303 Strength (fc): 4000 psi @ 28 days Mix I.D. No: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.. 12 Ticket #.: 12191 Plant #: Batch size: 8 Water: Admixtures Test Result Date of Report: October 23, 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: 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: 74 Ambient Temp. (°F): 70 N/A Weather SUNNY/75 Remarks: Time Batch Time- 11 00 Sample Time 11:40 Finish Time: 12:00 Break Types - (Cn) 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 15 1 9/9/02 9/16/02 07 5.99 28.18 84160 2990 A 75e 15 2 9/9/02 10/7/02 28 6.00 28.27 103735 3670 A 92% 15 3 9/9/02 10/7/02 28 6.00 28.27 111375 3940 A 99% 15 4 9/9/02 H 15 Break Types - (Cn) Reviewed by Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar 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: 09/09/2002 PLACEMENT: H + 3 LINE PROJECT NAME: (12' TO 16') STRENGTH: 2,500 @ 28 Days 75 MIX ID NUMBER: 570A30 SUPPLIER: FRED HILL TRUCK NUMBER: 83 TICKET NUMBER: PLANT NUMBER: BATCH SIZE: 5.5 WATER 15 ADMIXTURE: A340/221 TIME BATCH TIME: 6:47 SAMPLE TIME: 7:45 FINISH TIME: 8:30 GROUT 3X3X6 t_— REPORT DATE: 09/24/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: 75 PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: 15 INSPECTOR: LISA ROSS ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF In Rt=rGnit=n TFCTFn /nAvAl S17F ARFA PSI TYPE REO'D 3274 1 1 09/11/2002 09/16/2002 7 3X3X6 11.49 36600 3190 ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): 3274 3 09/11/2002 10/07/2002 28 3X3X6 11.52 44020 3820 UNIT WEIGHT (PCF): H CONCRETE TEMP. (F): 75 AMBIENT TEMP. (F): 65 WEATHER: SUNNY/75 REFERENCE REPORT: 15 SET: 3274 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF In Rt=rGnit=n TFCTFn /nAvAl S17F ARFA PSI TYPE REO'D 3274 1 1 09/11/2002 09/16/2002 7 3X3X6 11.49 36600 3190 128% 3274 1 2 09/11/2002 10/07/2002 28 3X3X6 11.52 45875 3980 159% 3274 3 09/11/2002 10/07/2002 28 3X3X6 11.52 44020 3820 153% H 0% 0% 0% 0% 0% REVIEWED BY: ` DATE:�s- a m-eO 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: 3275 Report Number: 15 Date Cast: 09/09/2002 Date Received: 09/11/2002 Placement: 1.4 & E LINE (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: October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address- SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: 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: SUNNY/75 Remarks: Time Batch Time: 8.30 Sample Time: 8:40 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 15 1 9/9/02 9/16/02 07 2.00 3.14 4265 1360 A 91% 15 2 9/9/02 10/7/02 28 1.93 2.93 5650 1930 A 1290 15 3 9/9/02 10/7/02 28 1.93 2.93 5605 1920 A 128% 15 4 9/9/02 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: 3284 Report Number: 17 Date Cast: 09/11/2002 Date Received: 09/13/2002 Placement: CURB & GUTTER FOOTING Strength (fc): 4000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load # Truck #.: Ticket #.: 11785 Plant #: Batch size, 8 Water: Admixtures: Test Result Date of Report: October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit, Project Mgr: STEVE SCHMIDT 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: 76 Ambient Temp. (°F): 69 N/A Weather: SUNNY/75 Remarks: Time Batch Time: 8:30 Sample Time: 9:15 Finish Time: 10:00 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 17 1 9/11/02 9/18/02 07 6.02 28.46 97505 3430 A 86% 17 2 9/11/02 10/9/02 28 5.99 28.18 127645 4530 A 113% 17 3 9/11/02 10/9/02 28 5.99 28.18 122255 4340 A 109% 17 4 9/11/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by Distribution PATRICK SULLIVAN ame0lo 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: 3285 Report Number: 17 Date Cast: 09/12/2002 Date Received: 09/13/2002 Placement: CURB & GUTTER, FOOTING Strength (fc): 4000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier HARD ROCK Load #.: Truck #.: Ticket #.: 11785 Plant #: Batch size: 8 Water: Admixtures - Test Result Date of Report: October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address. SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Project Mgr: STEVE SCHMIDT 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: 76 Ambient Temp. (°F): 69 N/A Weather: SUNNY/75 Remarks, Time Batch Time- 8:30 Sample Time: 9:15 Finish Time: 10:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar A Reviewed by: Distribution PATRICK SULLIVAN .mL. 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 17 1 9/12/02 9/19/02 07 6.00 28.27 93055 3290 A 82% 17 2 9/12/02 10/10/02 28 5.99 28.18 119845 4250 A 106% 17 3 9/12/02 10/10/02 28 5.99 28.18 120362 4270 A 107% 17 4 9/12/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar A Reviewed by: Distribution PATRICK SULLIVAN .mL. REPORT OF COMPRESSION TEST RESULTS 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 MIX ID NUMBER: PROJECT ADDRESS: BREMERTON SUPPLIER: FRED HILL BUILDING PERMIT: 69 ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO WATER ENGINEER: SHULTER CONSULTING P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA INSPECTOR: LISA ROSS CAST DATE: 0911112002 PLACEMENT: 1.4 LINE FROM A AIR CONTENT (%): TO H (16 TO 20') STRENGTH: 2,500 @ 28 Days CONCRETE TEMP. (F): MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 69 TICKET NUMBER: 42970 PLANT NUMBER: BATCH SIZE: 6.5 WATER 15 ADMIXTURE: A340/260 `IM14 BATCH TIME: 9:22 SAMPLE TIME: 10:30 FINISH TIME: 11:00 REFERENCE REPORT: 17 SET: 3286 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in ocrinvcn TCCTCn mewl CVG APPA PSI TYPE REO'D 3286 1 09/13/2002 09118/2002 7 3X3X6 11.22 40530 3610 ACTUAL SLUMP (INCHES): 155% AIR CONTENT (%): 150% UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 72 AMBIENT TEMP. (F): 68 WEATHER: SUNNY/75 REFERENCE REPORT: 17 SET: 3286 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in ocrinvcn TCCTCn mewl CVG APPA PSI TYPE REO'D 3286 1 09/13/2002 09118/2002 7 3X3X6 11.22 40530 3610 144% 3286 2 09/13/2002 1010912002 28 3X3X6 11.81 45815 3880 155% 3286 3 09/13/2002 10/0912002 28 3X3X6 11.63 43605 3750 150% H 0% 0% 0% 0% 0% t REVIEWED BY: DATE: ,/o - SA tv- -- 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: 3288 Report Number: 17 Date Cast: 09/11/2002 Date Received: 09/13/2002 Placement H AND 4 LINE (20 to 26') 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- October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Test Result Compressive Strength Type of % of (sq in) (lbs) (psi) Fracture Requin 3.14 Nominal Sample Date Date Age Specimen ID Specimen Cast Tested (days) Size 17 1 9/11/02 9/18/02 07 2.00 17 2 9/11/02 10/9/02 28 2.25 17 3 9/11/02 10/9/02 28 2.25 17 4 9/11/02 H 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. 78 Ambient Temp (°F): 72 Weather: SUNNY/75 Remarks: Time Batch Time. 10:30 Sample Time: 10:45 Finish Time: 11:45 Actual N/A Area Compressive Strength Type of % of (sq in) (lbs) (psi) Fracture Requin 3.14 4190 1330 A 89% 3.98 4990 1260 A 840 3.98 5355 1350 A 900 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar 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: 3303 Report Number: 21 Date Cast: 09/17/2002 Date Received: 09/18/2002 Placement: FOOTINGS FROM H TO I & 3.8 TO 4.8 Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.. 18 Ticket #.: 12073 Plant #: Batch size: 8 Water: Admixtures: Date of Report. October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT 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: 77 Ambient Temp. (°F): 77 N/A Weather: CLOUDY/75 Remarks: Time Batch Time: 1:25 Sample Time: 2:15 Finish Time: 3 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 21 1 9/17/02 9/24/02 07 6.00 28.27 128090 4530 A 151% 21 2 9/17/02 10/15/02 28 6.01 28.37 162300 5720 A 1910 21 3 9/17/02 10/15/02 28 6.01 28.37 161875 5710 A 190% 21 4 9/17/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar C Reviewed by: Distribution PATRICK SULLIVAN ti 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, 3304 Report Number: 20 Date Cast: 09/18/2002 Date Received: 09/18/2001 Placement: PILASTERS ON 1.4 LINE 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: October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT 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: 72 Ambient Temp. (°F): 65 N/A Weather: CLOUDY175 Remarks: Time Batch Time- 10:00 Sample Time: 10:15 Finish Time: 12:00 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 20 1 9/18/02 9/25/02 07 2.00 3.14 4240 1350 A 90a 20 2 9/18/02 10/16/02 28 2.00 3.14 7880 2510 A 167% 20 3 9/18/02 10/16/02 28 2.00 3.14 7790 2480 A 165% 20 4 9/18/02 H Break Types - (Cn) Cone, ((ISp) 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: 09116/2002 PLACEMENT: 1.4 LINE B TO G T.O.W. STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A30 SUPPLIER: FRED HILL TRUCK NUMBER: 69 TICKET NUMBER: 43381 PLANT NUMBER: PROJECT MANAGER: BATCH SIZE: 8 WATER ENGINEER: ADMIXTURE: A340/319 TIME BATCH TIME: 11:20 SAMPLE TIME: 12:20 FINISH TIME: 1:30 ID# SPEC DATE DATE TL'nTCI REPORT DATE: 10/24/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 77 AMBIENT TEMP. (F): 66 WEATHER: CLOUDY/75 REFERENCE REPORT: 20 SET: 3305 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF vnt�C AOCA PSI TVPF RF0'D IV Il4�V LIVLu 3305 1 09/18/2002 09/2312002 7 3X3X6 11.29 39160 3470 139% 3305 2 09/18/2002 1011412002 28 3X3X6 10.53 52520 4990 200% 3305 3 09/18/2001 10/1412002 28 3X3X6 10.49 51760 4940 198% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: /D' 2g•a�— 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: 3309 Report Number: 22 Date Cast: 09/18/2002 Date Received: 09/20/2002 Placement: KODO - SIDEWALK ON E SIDE OF BLDG Strength (fc): 4000 psi @ 28 days Mix I.D. No.. 5 1/2 C/3000 Supplier: HARD ROCK Load #.: Truck #.: 18 Ticket #.: 12041 Plant #: Batch size: 8 Water: Admixtures: Date of Report- October 24, 2002 Project #: 2-93M-00466-0 Project Name. ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT 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: 72 Ambient Temp. (°F): 66 N/A Weather: SUNNY/75 Remarks: Time Batch Time: 9:20 Sample Time: 10.30 Finish Time: 11:30 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 22 1 9/18/02 9/25/02 07 6.01 28.37 121130 4270 A 107% 22 2 9/18/02 10/16/02 28 6.00 28.27 152685 5400 A 135% 22 3 9/18/02 10/16/02 28 6.00 28.27 153170 5420 A 136% 22 4 9/18/02 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: 3319 Report Number: 22 Date Cast: 09/18/2002 Date Received: 09/20/2002 Placement- UNDER COLUMN 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 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT 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: 68 Ambient Temp. (°F): 59 N/A Weather: 75/SUNNY Remarks Time Batch Time: 8:00 Sample Time: 8:10 Finish Time: 8:30 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 22 1 9/18/02 9/25/02 07 2.01 3.17 18265 5760 A 1920 22 2 9/18/02 10/16/02 28 2.01 3.17 24295 7660 A 255% 22 3 9/18/02 10/16/02 28 2.00 3.14 25990 8270 A 276% 22 9/18/02 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 09/18/2002 PLACEMENT: PLASTERS IN NW CORNER STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 58 TICKET NUMBER: 43586 PLANT NUMBER: BATCH SIZE: 3 WATER ADMIXTURE: A340/118 TIME BATCH TIME: 10:34 SAMPLE TIME: 11:30 FINISH TIME: 12:00 REPORT DATE: 10/24/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: CONCRETE TEMP. (F): PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREiHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS REFERENCE REPORT: 22 SET: 3321 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF eore DCI TYPE R;=r),n IV nLVL1 V LV 3321 1 09/20/2002 09/25/2002 ACTUAL SLUMP (INCHES): 3321 2 09/20/2002 10/09/2002 AIR CONTENT (%): 120% UNIT WEIGHT (PCF): 28 3X3X6 11.76 35020 2980 CONCRETE TEMP. (F): 79 AMBIENT TEMP. (F): 69 WEATHER: 75/SUNNY REFERENCE REPORT: 22 SET: 3321 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF eore DCI TYPE R;=r),n IV nLVL1 V LV 3321 1 09/20/2002 09/25/2002 7 3X3X6 10.99 33755 3070 123% 3321 2 09/20/2002 10/09/2002 28 3X3X6 11.61 34930 3010 120% 3321 3 09/20/2002 10/09/2002 28 3X3X6 11.76 35020 2980 119% H 0% 0% 0% 0% 14 0% REVIEWEDBY: DATE: AO • oa- 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 DATE DATE PROJECT ADDRESS: BREMERTON 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: 09124/2002 PLACEMENT: WALL ON 1.4 LINE FROM GTOG9 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 69 TICKET NUMBER: 44153 PLANT NUMBER: BATCH SIZE: 4 WATER ADMIXTURE: A340/161 TIME 7 3X3X6 10.85 49970 4610 BATCH TIME: 7:52 SAMPLE TIME: 8:45 FINISH TIME: 9:30 ID# SPEC DATE DATE INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 63 AMBIENT TEMP. (F): 60 WEATHER: 75/SUNNY REFERENCE REPORT: 26 SET: 3337 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF ...c.. L17c AMCA PCI TYPE RF(YD IV 1"�GVL.Ivw 3337 1 09/26/2002 1010812002 7 3X3X6 10.85 49970 4610 184% 3337 2 09/26/2002 1012212002 3337 3 09/26/2002 1012212002 28 3X3X6 28 3X3X6 H 0% 0% 0% 0% 0% 0% 0% REVIEWED BY: DATE: /D •Aff -o s- 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: 3348 Report Number: 30 Date Cast: 09/30/2002 Date Received: 10/02/2002 Placement: CURB & GUTTER Strength (fc): 3000 psi @ 28 days Mix I.D No.: 5 1/2C/3000 Supplier: HARD ROCK Load #: Truck #.: 10 Ticket #.: 11589 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: October 24, 2002 Project #: 2-93M-00466-0 Project Name. ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr' STEVE SCHMIDT 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 69 Ambient Temp (°F): 63 N/A Weather: SUNNY/65 Remarks: Time Batch Time. 9:40 Sample Time: 10:30 Finish Time: 12:00 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 30 1 9/30/02 10/7/02 07 5.99 28.18 101245 3590 A 120% 30 2 9/30/02 10/28/02 28 30 3 9/30/02 10/28/02 28 30 4 9/30/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amec,,o 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: 3350 Report Number: 30 Date Cast: 09/30/2002 Date Received: 10/02/2002 Placement: MECH ROOM WALLS Strength ft): 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 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Project Mgr: STEVE SCHMIDT 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: 66 Ambient Temp. (°F): 60 N/A Weather: SUNNY/65 Remarks: Time Batch Time: 9:30 Sample Time: 9:45 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 30 1 9/30/02 10/7/02 07 2.16 3.66 5145 1400 A 93% 30 2 9/30/02 10/28/02 28 30 3 9/30/02 10/28/02 28 30 4 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: 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: 3357 Report Number: 33 Date Cast: 10/03/2002 Date Received: 10/04/2002 Placement. CURB IN SW CORNER Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.. 11 Ticket # : 13181 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: FREIHEIT & HO 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: 69 Ambient Temp. (°F): 63 N/A Weather: RAINING/60 Remarks: Time Batch Time: 11:00 Sample Time: 12:00 Finish Time: 12:30 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 33 1 10/3/02 10/10/02 07 6.00 28.27 108370 3830 A 128% 33 2 10/3/02 10/31/02 28 33 3 10/3/02 10/31/02 28 33 4 10/3/02 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. 3366 Report Number: 35 Date Cast: 10/07/2002 Date Received: 10/09/2002 Placement- CURB & GUTTER IN W. PARKING LOT Strength ft): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.: 9 Ticket #.: 13215 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report October 24, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT 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: 69 Ambient Temp. (°F): 62 N/A Weather: CLOUDY/65 Remarks: Time Batch Time: 8.40 Sample Time: 9.30 Finish Time: 10:00 Break Types - (Cn) Cone, (CSp) 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 35 1 10/7/02 10/14/02 07 6.00 28.27 119390 4220 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 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/08/2002 PLACEMENT: COLUMNS ON 1 LINE AND C.5 & D.1 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 205 TICKET NUMBER: 45319 PLANT NUMBER: BATCH SIZE: 2 WATER ADMIXTURE: A340/82 TIME 10/24/02 BATCH TIME: 9:22 SAMPLE TIME: 10:00 FINISH TIME: 11:00 ID# SPEC DATE DATE n ocncnicn TCCTCn REPORT DATE: 10/24/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: 0% PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHEs): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 70 AMBIENT TEMP. (F): 60 WEATHER: CLOUDY/65 REFERENCE REPORT: 36 SET: 3371 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF fnnvcl C17F AREA PSI TYPE REQ'D IV r�w�vaw 3371 1 10/10/2002 10115/2002 7 3X3X6 10.50 32150 3060 122% 3371 2 10/10/2002 11/05/2002 28 3X3X6 0% 3371 3 10/10/2002 11/05/2002 28 3X3X6 0% H 0% 0% 0% 0% IA 0% REVIEWED BY: DATE: /D - 20•o Z 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: 3385 Report Number: 38 Date Cast: 10/10/2002 Date Received: 10/12/2002 Placement ENTRANCE FROM 3.9 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: Date of Report: October 24, 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' 65 Ambient Temp. (°F): 65 N/A Weather CLOUD/65 Remarks: Time Batch Time: 12:30 Sample Time: 12:40 Finish Time: 1:30 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 38 1 10/10/02 10/17/02 07 2.00 3.14 6350 2020 A 135% 38 2 10/10/02 11/7/02 28 38 3 10/10/02 11/7/02 28 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN 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 68 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: 10/10/2002 PLACEMENT: ENTRANCE FROM E.9 TO F.5 AND 1 TO 1.4 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 68 TICKET NUMBER: 45551 PLANT NUMBER: BATCH SIZE: 2 WATER ADMIXTURE: A340/82 TIME BATCH TIME: 10:48 SAMPLE TIME: 11:20 FINISH TIME: 11:45 ID# SPEC DATE DATE GROUT 3X3X6 INSPECTOR: LISA ROSS REFERENCE REPORT: 38 SET: 3386 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF ALGA Dci rvpG RF[Yn 3386 1 10/12/2001 10/17/2002 7 3X3X6 10.40 36370 3500 ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): 0% UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 68 AMBIENT TEMP. (F): 65 WEATHER: CLOUDY/65 REFERENCE REPORT: 38 SET: 3386 AGE SPEC ACTUAL LOAD STRENGTH BRK % OF ALGA Dci rvpG RF[Yn 3386 1 10/12/2001 10/17/2002 7 3X3X6 10.40 36370 3500 140% 3386 2 10/12/2002 11/07/2002 28 3X3X6 0% 3386 3 10/12/2001 11/07/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY:24L-.�- DATE: • '28 •e z