Big Cedar-LR 920512reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
JOB N(824. 1
REPORT NO.: 5
PR~EcT:Big Cedar Addition
L~ATioN:CUl--de--sac at Brock St.
ARCH'TECTmNS~NEE~Goodwin & Marshall, Inc.
CONTRACTOR:Paveway Construction
06/09/92
REPORTEDTO'Matthews Investments Southwest DA~05/19/92
D^T~ CAsTO 5/1 2/9 2
SPECiFiCATiON;4 0 0 0 PS I
QUANTITY REPRESENTED:9 yds
SAMPLED BYH. Johnson
BY ORDER OFContractor
ORDER NUMBER:
(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, PSh
TYPE BREAK: CONICAL (U.N.O.)
BCA051201 BCA051202
104,000 133,000
7 28
3680 4700
REM^RKS: Does comply with Specification
LABORATORY NUMBER
BCA051203
130,000
28
4600
4650
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 88 "F MIX 9 0 *F,
TIME OF SAMPLE:10: 0 0 ~M,
05/13/92 TRANSPORTED aY Reed
AIR CONTENT 4 · 0 0 ~, SLUMP
PICK-UP CHARGE:
INCHES
-.-NO
SOURCE OF CONCRETE:Mid Cities Ready Mix
FINE AGGREGATE;
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 6
T,CKET NO.: 2 5 8 6 6 0
UNIT WEIGHT PCF
YIELD CFICY
DJSTRIBUTION~ (2) Mathews Investments SoutDwest, Inc./Mr~ _ ./-~. Tim House
(1) Goodwin & Marshall, Inc./Mr. Robert Marshall
(1) Paveway Construction/Mr. John Owens
~1) city of Coppell/Mr. Larry Davis
SIGNED
1 1
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 · 214/35~5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTAN~
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 5 JOB NO.824. 1
P,~E~: Big Cedar Addition
Cul-de-sac at Brock St.
LOCATION:
ARCHITECT/ENGINEER:C-oodwin & Marshall, Inc.
CONTRACTOR: Paveway Construction
,E~mTED To: Matthews Investments Southwest DATE:05/19/92
~ C*~:05/12/92
8PECIFkgATION: 4000 PS I
QUANTITY REPRESENTED: 9 yds
SRMe~ED BY:H. Johnson
BY ORDER ~: Contractor
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.2~ 8Q. IN.
FIELD NUMSER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
BCA051201 BCA051202 BCA051203
104,000
7 28 28
3680
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 8 8 °F M~X 9 0
TIME OF SAMPLE: 10: 0 0 AM~M,
SOURCE OFCONCRETE:Mid Cities Ready Mix
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
05/13/92 TRANSPORTED BY Reed
AIR CONTENT 4 · 0 0 ~,
MIX CODE: 6
SLUMP 4 · 2 5 INCHES
PICK-UP CHARGE: ~S .NO
TICKET NO.: 2 5 8 6 6 0
UNIT WEIGHT PCF
YIELD CFICY
(2) i~Lhew~ investments Southwest, inc./'~4r. 'rim nous~A _ .-.
(~TR~6'8~win & Marshall, Inc./Mr. Robert Marshall ~~~~,
Paveway Construction/Mr. John Owens
city of Coppell/Mr. Larry Davis -
~IGNED
1 1
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 · 214/35(~5600 · {FAX) 214/3504:)Olg