Laserfiche WebLink
AGRA Earth & Environmental AGRAEarth B <br /> INGiNkiNING Gi01410wrI0Ns Environmental,Inc. <br /> 11335 NE 122nd Way <br /> Suite 100 <br /> Kirkland,Washington <br /> Report of Compression Test Results USA 98034.6918 <br /> P P Tel (425)820-4869 <br /> Fox (425)e21J914 <br /> Client: WFSTERN WIRELESS Report Dale: Octobar 29, 1998 <br /> 3650- 131st AVENUE SE Project 0: 8.91M-1228;(TSK15) <br /> SUITE 0400 Project Name: CELL SITE SE-1605A TASK 015 <br /> BELLEVUE,WA 98006 Project Address: 319.76th STREET SE <br /> Building Permit: 858554 <br /> Attn: JOHN RIDGEWAY Project Mgr. CHARLES EDGEWORTH <br /> Architact: <br /> Engineer: <br /> PO Number: <br /> Specimen Type: CONCRE'E ASTIR-C39 <br /> Mix and Ficld Data <br /> Cost Date: 92498 Contractor: <br /> Placement: MONOPOLE FOUNDATION. 1 <br /> j <br /> Strength(rc): Required: 4000 psi @ 28 Days Inspector: GEORGE HOWARTH <br /> t <br /> ( <br /> Mix ID: 11882781 6 5S Actual S etc . I <br /> Supplier: CSR ASSOCIATED Slump(Inches)ASTM C-143: 5 5.7 ` <br /> Load 0: Air Content(%)ASTM C-231: 5A <br /> Truck 0: 794 Unit Weight(pcf)ASTM S-138: NA <br /> Ticket 0: 427068 Concrete Temp.('F): 74 <90 <br /> Plant 0: <br /> Batch Size: 9 5 YD.5 Ambient Temp.('F): 57 NA ' <br /> Water: 3 GAL <br /> Weather: OVERCAST <br /> Admixture: <br /> Time <br /> Batch Time: 13.37 Remarks: CONCRETE PLACED VIA FREEFALL AND MECHANICALLY <br /> Sample Time: 14.10 CONSOLIDATED.REFERENCE REPORT 001,SET 1. <br /> Finish Time: <br /> Test Result <br /> Actual <br /> Spec Date Age Nominal Area Compressive SfrengM Brit.Typal %of <br /> toll _ ID__-Data Recd Tested (days) _8p eclmen Size (sq In) Obs) (psi) Cum III <br /> 1818 A 9/25N8 10/1198 7 6x12x0 28.32 114550 4040 CN 101% <br /> B 0/25198 10/12/98 28 6024 2834 157920 5570 CSH 139% <br /> C 9125198 10/22/98 28 6x12x0 28.34 151790 5360 CSH 134% <br /> D 925198 HOLD <br /> Break Types—(Cn)Cone,(CSp)Cone Split(CSh)Cone Shear,(Sh)Shear,(Co)Columnar <br /> Reviewed By /J6� <br /> Distribution Client: Yes File: Yes Producer: Yes Others: <br />