Fountain Park 1-LR 931108 (2) reed engineering
GEOTECHNICAL CONSULTAI~¥ ==
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
4 JOSNO.: 1132.6
Fountain Park Addition
Fountain head lane STA 3+70 corner
DATE CAST: 11/08/93
SPECIFICATION: 3000 PSI
QUANTITYREPRESENTEO: 20/160 yds
ARCHITECT~IENGINEER:
SAMPLED BY:
R. Thomas
CONTRACTOR: Legend Construction, Inc. BYORDEROF: Client
12/06/93
REPORTEDTO: Matthews Investments Southwes~ATE: 11/15/93ORDERNuMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
LABORATORY NUMBER
REMARKS:
FPll0801 FPll0802 FPll0803
102,300 99,500 142,000
7 7 28
3620 3520 5020
3570
Does comply with Specification
FPll0804
141,000
28
4990
5010
METHOD OF CURING: FIELD
i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 4 5"F
TIME OF SAMPLE: 07: 35 AM/P_~,
SOURCE OF CONCRETE:
MIX 8
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT!
FLY ASHi
ADMIXTURE(S):
MIX CODE:
11/0 9 / 9 3 TRANSPORTED BY
AIR CONTENT 3 . 9 0V.,
TXI 8274
Reed
SLUMP 4 · 7 §NCHES
PICK-UP CHARGE: YE~ NO._
TICKET NO.:
156360
UNIT WEIGHT PCF
YIELD CF/CY
.!,STR,BUT,~. (1) Matthews Investments Southwest/Mr. Tim House
) Ka~leck & Associates/Mr. Lynn Kadleck ~~
) City of Coppell/Mr. Larry Davis
(1) Legend Construction, Inc./Mr. Floyd Key S,GNED
1
TEST METHCOS: ASTM C 31, C 39, C 1~, C 173, C 192, C 231, OR C 1~ PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICA/CONSULTANTS
CONCRETE COMPRESSIOH TEST REPORT
REPORT NO.: 4 JOB NO.: 1132. 6
PR~ECT: Fountain Park Addition
L~^T,ON: Fountain View Place STA 1+55
(intersection with Fountain Dr.)
ARCHITECT/ENGINEER;
DATE CAST: 11/08/93
SPECIFICATION: 3000 PSI
OUANTITYREPREBENTEO: 100/160 yds
SAMPLED BY:
R. Thomas
CONTRACTOR: Legend Construction, Inc. BYORDEROF: client
12/06/93
REPORTED TO: Matthews Investments Southwes~A~: 11/15/93 ORDER NUMBER:
(e x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH,
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.}
REMARKS:
LABORATORY NUMBER
FPll0805 FPll0806 FPll0807 FPl10808
93,000 *Damaged 0n site 120,000 124,000
7 7 28 28
3290 4240 4390
Does comply with Specification
4320
METHOD OF CURING: FIELD
1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 4 7'F
TIME OF SAMPLE: 0 9: 4 5
SOURCE OF CONCRETE:
MInX 8 ~,
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
MIX CODE:
11/0 9/9 3 TRANSPORTED BY
AIR CONTENT 4 · 10~,
TXI 8274
Reed
SLUMP 7 · 7 5iNCHES
PICK-UP CHARGE: YE~'~ NO_..
TICKET NO.:
156516
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION' (1) Matthews Investments Southwest/Mr. Tim House
(1) Kadleck & Associates/Mr. Lynn Kadleck /~ .-~/'~ .4 /~
(1) city of Coppell/Mr. Larry Davis
(1) Legend Construction Inc./Mr. Floyd Key
! SIGNED
2
TEST METHODS: ASTM C 3% C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
2