Fountain Park 1-LR 931104reed engineering
GEUI ECHNICAL CONSULTAN I'~
CONCRETE COMPRESSION TEST REPORT
JOSNO.: 1132. 6
REPORT NO.: 2
PROJECT: Fountain Park Addition
· ~^T,ON: Fountain Head Lane STA 0+05
ARCHITECT/ENGINEER: SAMPLED BY:
BY ORDER OF:
CONTRACTOR: Legend Construction, Inc.
,EP~TEDTO: Matthews Investments Southwes~ATE: 11/11/93°"DERNUMSE":
DATE CAST: 11/04/93
SPECIFICATION: 3000 PSI
QUANTITY REPRESENTED: 10/690 yds
R. Thomas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FPll0401 FPl10402 FPl10403 FPl10404
106,500 110,500
7 7 28 28
3770 3910
3840
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 10
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
i DAYS, LABORATORY FROM
64'F MIX 86,
AM/P~/~
11/05/93 TRANSPORTED BY Reed
AIR CONTENT 4.0 0~,
SLUMP 1 · 7 ~NCHES
PICK-UP CHARGE: YES~ NO
MIX CODE: TICKET NO.:
TXI 8272 155306
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION: (1) Matthews Investments Southwest/Mr. Tim House
~) Kadleck & Associates/Mr. Lynn Kadleck ~
City of Coppell/Mr. Larry Davis
(1) Legend Construction, Inc./Mr. Floyd Key S,GNED
TEST METHODS: ASTM C 31,C 39,C 143,C 173,C 192,C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS.,75235 · 214/350-5600 · (FAX) 214/350-0019
5
REPORT NO.: 2
PR~ECT: Fountain Park Addition
L~ATION: Fountain Head Lane STA 2+95
ARCHITECT/ENGINEER:
C~TRACTOR: Legend Construction, Inc.
REPORTED TO:
reed engineering
CONCRETE COMPRESSION TEST REPORT
,~OBNO.: 1132.6
GEOTECHNICAL CO NSULTAN ¥,'.~
DATE CAST: 11/04/93
SPECIFICATION: 3000 PSI
QUANTITY REPRESENTED: 160/690 yds
SAMPLED BY:
BY ORDER OF:
Matthews Investments Southwes~ATE: 11/11/93 ORDER NUMBER:
R. Thomas
Client
(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,
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FPl10405 FPl10406 FPl10407 FPll0408
104,000 99,500
7 7 28 28
3680 3520
3600
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 9; 1 0
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
i DAYS, LABORATORY FROM
7OF
AMIP__/~
.,x 89'.
MIX CODE:
11/05/93 TRANSPORTED BY
AIR CONTENT 3. 20~,
TXI 8272
Reed
SLUMP 1. 5 0NCHES
PICK-UP CHARGE: YESX NO._
TICKET NO.:
155422
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Matthews Investments Southwest/Mr. Tim House
Kadleck & Associates/Mr. Lynn Kadleck ~~g ~_/
(1)
(1) City of Coppell/Mr. Larry Davis
(1) Legend Construction, Inc./Mr. Floyd Key S,GNEO
2
TEST METHODS: ASTM C 31, C ~, C 143, C 173, C 192, C 231, OR C 1~ PAGE OF
2424 STUTZ DRIVE · SUITE4.00 · DALLAS, TEXAS?5235 · 214/35~5600 · (FAX) 214/350-001~
5
reed engineering
CONCRETE COMPRESSION TEST REPORT
JOS.O.: 1132.6
GEOTECHNICAL CONSULTAN I':~
REPORT NO.: 2
PROJECT: Fountain Park Addition
L~^T~N: Cascade STA 3+50
ARCHITECT/ENGINEER: SAMPLED BY:
BY ORDER OF:
CONTRACTOR: Legend Construction, Inc.
REPO.TEDTO: Matthews Investments Southwes~ATE: 11/11/93 ORDE..UMSER:
DATE CAST: 11/04/93
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 31 O/690 yds
R. Thomas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH,
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FPl10409 FPll0410 FPll0411 FPl10412
102,000 98,500
7 7 28 28
3610 3480
3550
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 1 1 ~. 2 0
SOURCE OF CONCRETE:
FiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 DAYS. LABORATORY FROM
7 ~F M,X 89.
AMIP~M~
11/05/93 TR^.S,ORTEO BY Reed
AIR CONTENT 3.80~,
SLUMP 2.2 ~CHES
PICK-UP CHARGE:
MIX CODE: TICKET NO.:
TXI 8272 155539
YE,~ NO
UNIT WEIGHT
PCF
YIELD CFfCY
DISTRIBUTK)N: (1) Matthews Investments Southwest/Mr. Tim House
(1) city of Coppell/Mr. Larry Davis
(1) Legend Construction, Inc./Mr. Floyd Key S,GNED
3
TEST METHODS: ASTM C 31, 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-OO1t~
reed engineering
REPORT NO.:
PROJECT: Fountain Park Addition
L~A~ON: Cascade STA 0+10
SAMPLED BY:
ARCHITECT/ENGINEER:
BY ORDER OF:
CONTRACTOR: Legend Construction, IBC.
RE~mTEDTO: Matthews Investments Southwes~Am: 11/11/93°RDERNUMSER:
GEOTECHNICAL CONSULTAN¥~
CONCRETE COMPRESSION TEST REPORT
2 JOBNO.: 1132 · 6 DATECAST: 11/04/93
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 460/690 yds
R. Thomas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 BQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
'PfPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FPl10413 FPl10414 FPl10415 FPl10416
97,500 98,000
7 7 28 28
3450 3470
3460
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 01: 3 5
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TXI
i DAYS, LABORATORY FROM
7 8~F MIX 9 ~',
A M/'~[4 ,...t-
11/05/93 TRANSPORTED BY Reed
AIR CONTENT 3 · 9 0~,
SLUMP 4 · 2 ~NCHES
PICK-UP CHARGE:
YESX NO
MIX CODE: TICKET NO.:
8272 155655
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Matthews Investments Southwest/Mr. Tim House
(1) Kadleck & Associates/Mr. Lynn Kadleck ~/-~_//
(1) City of Coppell/Mr. Larry Davis
(1) Legend Construction, Inc./Mr. Floyd Key S,GNED
4
TEST METHODS'. ASTM C 31. 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) 214/35(~0019
5
REPORT NO,:
PROJECT:
LOCATION:
2
Fountain Park Addition
Fountain Dr. STA 3+25
reed engineering
CONCRETE COMPRESSION TEST REPORT
,~OBNO.: 1132. 6
ARCHITECTIENGINEER:
CONTRACTOR: Legend Construction, Inc.
REPORTED TO:
GEOTECHNICAL CONS ULTANT:~
DATE CAST: 11/04/93
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 610/690 yds
SAMPLED BY:
BY ORDER OF:
Matthews Investments Southwes~ATE: 11/11/93 OROE, NUMEER:
R. Thomas
Client
(~ 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.)
REMARKS:
LABORATORY NUMBER
FPl10417 FPll0418 FPl10419 FPl10420
115,500 112,000
7 7 28 28
4080 3960
4020
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 4: 2 5
SQURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 DAYS. LABORATORY FROM
7 OF
AM~_~
MIX 89,
MIX CODE:
11/05/93 TRANSPORTED BY
AIR CONTENT
TXI 8272
Reed
3.8 (y0. SLUMP 1.7 ~INCHES
PICK-UP CHARGE: YES~ NO__
TICKET NO.:
155737
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION: (1) Matthews Investments Southwest/Mr. Tim House
(1)
Kadleck & Associates/Mr. Lynn Kadleck ~~
(1) city of Coppell/Mr. Larry Davis
(1) Legend Construction, Inc./Mr. Floyd Key S,GNED
5
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUT'Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O01e