Chautauqua-LR 920914reed engineering
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GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 8
PRaecr: Chautauqua Place
LocATIONPaving - Dakota Lane, STA 3+25
DATE CAST:O 9 / 14 / 9 2
SPECIFICATION:3 O O O PS I
QUANTITY REPRESENTE0:1 O O/ 1 O O ydS
roB No10 8 2
ARCHITECT/ENOINEERNathan D. Maier sAMPLEDBY:F. P1ttS
CONTRACTOR: RebCOn, IriC . BY ORDER OF:CI 1 ent
10/12/92
REPORTEDTO:MatheWS Investments, SOUthW@5t DATED9/21/92 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 30. IN. LABORATORY NUMBER
FIELD NUMBER
CP091401 CP091402 CP091403 CP091404
MAXIMUM LOAD,LBS: 9O, OOO 93, 000 128, OOO 126, 500
i
AGE WHEN TESTED, DAYS: 7 7 2 8 2 8 '
COMPRESSIVE STRENGTH, Psc 318 0 3 2 9 0 4 5 3 0 4 4 7 0
AVERAGE STRENGTH, PSI: 3 2 4 0 4 5 0 0
TYPE BREAK; CONICAL (U.N.O.)
REMARKS: D02S comply with Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 09/ 15/ 9 2 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 6 9 °F MIX ~7 9 °F, AIR CONTENT 4 . 6 O %, SLUMP
TIME OF SAMPLE:O 9 ' O O AyFIPM PICK-UP CHARGE:
SOURCE OF CONCRETE:TX I MIX CODE: 8 2 7 3 TICKET NO.: 2 9 6 6 8
FINE AGGREGATE: UNIT WEIGHT
COARSE AGGREGATE:
WATER: YIELD
CEMENT:
FLY ASH:
ADMIXTURE(S):
}(4 • 5 INCHES
YES -NO
PCF
CFlCY
D,ISTRI UTO a eWS Hues men S, OU WeS , nc. r. lm OUSe
I~a~~ian D. Maier Consulting Engineers/Mr, Michael Garret
~) City of Coppell/Mr. Garreth Campbell
(1) Rebcon Inc./Mr. Rick Burgett
(1) SIGNED
TEST METHODS:
ASTM C 31, C 39, C 143, C 173, C 192,
C 231, OR C 1084 1
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2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX- 214/350-0019