Loading...
Gibbs Sta DCEC-LR 940420 .~ - .4, , . , i reed engineering - ................. ~ GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT -'- 1 1691 1 REPORT NO.: JOB NO.: ' DATE CAST: 0 4 / 2 0 / 9 4 Gibbs Station Retaining Wall 3000 PSI PROJECT: SPECIFICATION: Piers # - 1 and 2 4/4 yds' LOCATION: QUANTITY REPRESENTED: ARCHITECT/ENGINEER: SAMPLED BY: ~R.. Thomps on BY ORDER OF: C1 ient CONTRACTOR: 05 / 18 / 94 REPORTEOTO: Craig Olden, Inc. 0ATE: 04/27/94 ORDER NUMBER: (6 x 12 INCH) NOMIN~ CYLINDER SIZE: AR~-28.~ ~. IN. ~BORATORY NUMBER F,ELDNUMBER: GS042001 GS042002 GS042003 GS042004 M~,.UMLOAO.~ES: 108,000 108,500 165,000 162,000 AGEWHENTESTED, DAYS: 7 7 28 28 3820 3840 5840 5730 COMPRESSIVE STRENGTH, PSI: 3830 5790 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) RE~KS: Does comply with Specification , METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY 1 04/21/94 Reed TEMPERATURE: AMBIENT 'F M;X 'F, AIR CONTENT %, SLUMP INCHES 82 82 4 TIME OF SAMPLE: 0 4: 15 A~PM. PICK-UP CHARGE: Y.~j~8 NO SOURCEOFCONCRETE: Lattimore "J~-~q~il~.~~/i,.lj~%~ TICKETNO.: '7000841 FINE AGGREGATE: %¥!'"f.q i.q 2' ~ . ' ' '"'J ;:]K UNIT WEIGHT PCF COARSE AGGREGATE: DC ' RCql ', o WATER: ;~ · ' ' .~- · ,. YIELD CF/CY CEMENT: ...... ~ . ~.~ AOMIXTURE(S): O,Sra,~UTIO~: ( Crai~ Olden, Inc./Mr. Craig Olden (1) Cit~of Coppell/Mr. Lar~ Davis SIGNED TEST METHODS: ASTM C~. C39, C~43. C~73. C ~S2. C23tORC~ PAGE~. OF., 1 2424STU~ DRIVE · SUITE ~ · DALES, TEXAS 75235 a 214/350-56~ · (FAX) 214/350-0019