Chautauqua-LR 920915reed engineering
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GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: g JOB Na.:O 8 2 DATE CAS 9/ ~- 5/ g 2
PROJECTChautauqua Place 3PECIFICATION3000 PSI
LOCArlol~aving - Dakota Lane, STA 3+75 pUANTITYREPRESENTED 0/50 YdS
ARCHITECT/ENGINEE~athari D. Maier SAMPLEDBYF'. P1ttS
CONTRACTORRebCOn, Inc- BY ORDEROi~]-lent
10/13/92
REPORTEDTO1vlatheWS Investments, Southwest DAT~9/22/92 ORDER NUMBER:
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2828 SO. IN. LABORATORY NUMBER
FIELD NUMBER: CP091501 CP091502 CP091503 CP091504
MAXIMUM LOAD, LBS: 88 ~ QQQ 86, 500 151 / 000 150, 000
AGE WHEN TESTED, DAYS: '] -] 2 S 2 8
COMPRESSIVE STRENGTH, PSI: 31 l O 3 0 6 0 5 3 4 0 5 310
3 0 9 0 5 3 3 0
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: DO@S comply with Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM p g/ 16/ 9 2 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT ~] 2 °F MIX H O °F, AIR CONTENT 5 • 5 ~ %, SLUMP
TIME OF SAMPLE 9 ~ 1 ~ ~IOMPM, PICK-UP CHARGE:
SOURCE OF CONCRETETX I MIX CODE: 8 2 7 4 TICKET NO.: 3 O 16 7
FINE AGGREGATE: UNIT WEIGHT
COARSE AGGREGATE:
WATER: YIELD
CEMENT:
FLY ASH:
ADMIXTURE(SI:
}}(( 5 INCHES
"VES X10
PCF
CF/CY
DISTRIBUTION: 1 a ews Hues men 5, OU W25 ,
(1) Nathan D. Maier Consulting Engineers/Mr. Michael Garrett
V(1) City of Coppell/Mr. Garreth Campbell
(1; Rebcon Inc./Mr. Rick Burgett
1 SIGNED
1 1
TEST METHODS: ASTM C 31. C 39. C 143, C 173, C 192, C 231, OR C 1084 PAGE_OF_
2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX1214/350-0019