Chautauqua-LR 9208184
~ ,~~~,~.
reed engineering
C~G~OMG°~
GEOTECHNICAL CONSULTANTS
CONCRETE COAAPRESSION TEST REPORT
REPORT NO.: 3 JOB NO.:1 O H 2 DATE CAST: O 8/ 18 / 9 2
PROJECT: Chautauqua Place SPECIFICATION: 4000 PSI
LOCATION: Bethel SCr1001 Road, STA 3+30 OUANTITYREPRESENTED: lO/LOO
ARCHITECT/ENGINEER: SAMPLEDBY: M. Lawson
CONTRACTOR: HCH Construction, Inc. BY ORDER OF: Cllent
09/15/92
REPORTED 7O: MatheWS Investments, SouthwestoarE:08/25/92 ORDER NUMBER:
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SO. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
CP081801 CP081802 CP081803 CP081804
138,000 140,500 168,000 173,500
7 7 28 28
4880 4970 5940 6140
4930
6040
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: DOeS comply with Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 08/ 19/92 TRANSPORTED BV Reed
TEMPERATURE: AMBIENT 7 G °F MIx 8 O °F, AIR CONTENT 4 3 O %, SLUMP 3 5 INyyCHES
TIME OF SAMPLE: ~ 9 ' 3 ~ AlNPM PICK-UP CHARGE: `~_E.:^ 15b
SOURCE OF CONCRETE: TX I MIX CODE: $ 2 7 4 TICKET NO.: 217 4 5
FINE AGGREGATE: UNIT WEIGHT PCF
COARSE AGGREGATE:
WATER: YIELD CFICY
CEMENT:
FLY ASH:
ADMIXTURE(St:
I rRl rr a ews noes men s, ou wes , nc. r.
~'a~Ntlan D. Maier Consulting Engineers/Mr. Michael Ga/~rr~
1) City of Coppell/Mr. Garreth Campbell f~+-~"
(1) Rebcon Inc./Mr. Rick Burgett
(1) HCH Construction, Inc./Mr. Mark Hicks SIGNED
1 2
TEST METHODS: ASTM C 31, C 39, C t43, C 173, C 192, C 231, OR C 1061 PAGE_OF_
2424 STUTZ DRIVE ^ SUITE 400 • DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX1214/350-0019
reed engineering
C3G~OMG°~
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 3 JOB N0.:1 O 8 2 DATE CAST: O 8/ 18 / 9 2
PROJECT: Chautauqua Place SPECIFICATION:4000 PSI
LOCATION: PaVlrig - Bethel SCh001 Road, STA 3+15 QUANTITY REPRESENTED: 14O/15O
ARCHITECT/ENGINEER: SAMPLED BY: H • Johnson
CONTRACTOR: HCH Construction, IriC. BY ORDER OF: Cllent
09/15/92
REPORTED TO: MatheWS Investments, SouthwestDATE:08/25/92 ORDER NUMBER:
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA•28.28 SO. IN.
LABORATORY NUMBER
FIELD NUMBER: CPO818O5 CP081806 CP081807 CP081808
MAXIMUM LOAD, LBS: 14 2, 0 0 0 14 0, 0 0 0 17 7, 5 0 0 17 3, 5 0 0
AGE WHEN TESTED, DAYS: '] •] 2 8 2 8
COMPRESSIVE STRENGTH, PSI: 5 O 2 O 4 9 5 0 6 2 8 0 614 0
4 9 9 0 6 210
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: DOES comply Wlth Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM p g/ 19/ 9 2 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT H 1 °F MIX 8 4 °F, AIR CONTENT 4 G O %, SLUMP ~~4 7 5 INCHES
TIME OF SAMPLE: O 3 ' l O Afvi[RM PICKUP CHARGE: YES NO
SOURCE OF CONCRETE: TX I MIX CODE: 8 2 7 4 TICKET NO.: 219 9 O
FINE AGGREGATE: UNIT WEIGHT PCF
COARSE AGGREGATE:
WATER: YIELD CF/CY
CEMENT:
FLY ASH:
ADMIXTURE(S):
~ ~ ~~ a ews Hues men s, ou wes nc. r. im o s
( I$TRI a an D. Maier Consulting Engineers/Mr. Michael J. G_ar„r~tt
(1) City of Coppell/Mr. Garreth Campbell f,,/~i~/
(1) Rebcon Inc./Mr. Rick Burgett
(1) HCH Construction, Inc./Mr. Mark Hicks SIGNED
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