Chautauqua-LR 920904reed engineering
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GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 5 JOB NO.: l O 8 2 DATE CAST: 0 9/ 0 4/ 9 2
PROJECT: Chautauqua Place SPECIFICATION: 3000 PSI
LOCATION: PaVing - lO'N Of curb & cul-de-sac ouANTITYREPRESENTED: lO/5O
Dakota Lane
ARCHITECT/ENGINEER: Nathan D. Maier SAMPLED BY: ~•~ P1ttS
CONTRACTOR: RebCOn, IriC. BY ORDER OF: Cllent
10/02/92
REPORTED TO: MatheWS Investments, SOUthW2StDATE: 09/11/92 ORDER NUMBER:
(8 x 12 INCH) NOMINAL CYLINDER 31ZE: AREA•28.28 SO. IN.
FIELD NUMBER: CPO9O4O1
MAXIMUM LOAD, LBS: 114 , OOO
AGE WHEN TESTED, DAYS: '~
COMPRESSIVE STRENGTH, PSI: 4 0 3 0
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
CP090402 CP090403 CP090404
111,500 150,500 152,000
7 28 28
3940 5320 5380
3990 5350
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: DOeS comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 08:2 5
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 DAYS, LABORATORY FROM 0 9/ 0 5/ 9 2 TRANSPORTED BY Re e d
7 2 °F MIX 8 OF, AIR CONTENT 4 . 5 096, SLUMP 41NCyyHES
ANV~ PICK-UP CHARaE: YES. NO'
MIX CODE: 8 2.7 4 TICKET NO.: 2 .~ 6 3 0
UNIT WEIGHT PCF
YIELD CFlCY
TRIB to : a ews Hues men s, ou wes nc. r. lm ouse
~1 ~a~han D. Maier Consulting Engineers/Mr. Michae J. Garrett
(1) 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 2
PAGE_OF_
2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019
reed engineering
C~3G30Mp
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: rj JOB NO.:1 0 8 2 DATE CAST: O 9/ O 4/ 9 2
PROJECT: Chautauqua Place SPECIFICATION:36OO PSI
LOCATION:PaV ing center line Bethel School Road pUANTITV REPRESENTED:GO/1.50
120'E of center line Dekota Lane
ARCHITECT/ENGINEER:Nathan D. Maier SAMPLED BY: ~, ~ P1ttS
CONTRACTOR: RebCOn, IriC. BY ORDEROF:Cllent
10/02/92
REPORTED TO: MatheWS Investments, SOUthW2St DATE:O9/11/92 ORDER NUMBER:
(8 x 12 INCH) NOMINAL CYLINDER 311E: AREA-28.28 SO. IN.
LABORATORY NUMBER
FIELD NUMBER:
CP090405
CP090406
CP090407
CP090408
MAXIMUM LOAD, Les: 109 , 500 110, 000 133 , 500 137 , 500
AGE WHEN TESTED, DAYS: '~ '] 2 $ 2 8
COMPRESSIVE STRENGTH, PSI: 3 8 7 0 3 8 9 0 4 7 2 0 4 8 6 0
3 8 8 0 4 7 9 0
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: DOeS comply Wlth Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 9/ 0 5/ 9 2 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 2 °F MIX 81 °F, AIR CONTENT 4b, SLUMP
TIME OF SAMPLE: 12 15 ~/PM. PICK-UP CHARGE:
SOURCE OF CONCRETE: TX I MIX CODE: 8 2 7 3 TICKET NO.: 2 7 8 0 8
FINE AGGREGATE: UNIT WEIGHT
COARSE AGGREGATE:
WATER: YIELD
CEMENT:
FLV ASH:
ADMIXTURE(S):
5. 5 I}N[[CHES
ICES NO
PCF
CFICY
DISTRIBUTION: (1) Mathews Inves men s, SOU wes , nc. r. lm ouse
(1) Nathan D. Maier Consulting Engineers/Mr. Michael Gar ett
(1) City of Coppell/Mr. Garreth Campbell ~~
(1) Rebcon Inc./Mr. Rick Burgett T
(1) 31GNED
2 2
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 ^ (FAX) 214/350-0019