Big Cedar-LR 920513reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPO~ NO.: 6 ~a NO.824 · 1
P~ECT: Big Cedar Addition
Intersection of Brock Street and Leigh
LOCATION: Street
A~H'TECT<NG'NEER:Goodwin & Marshall, Inc.
CONTRACTOR: Paveway Construction
RE~RTED To: Matthews Investments Southwest DATE:05/20/92
DATE CAST: 05/13 / 92
~PECIRCAllON: 3000 PS I
QUANTIT~ REPRESENTED: 2 7/9 9
~M~EO "Y:K. Atkins
· BY ORDER ~: Contractor
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,
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
BCA051301
110,500
7
3910
LABORATORY NUMBER
BCA051302
28
BCA051303
28
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 8 4 'F MIX 78
TIME OF SAMPLE: 11: 15 ~M,
SOURCE OF CONCRETE: Mid cities Ready Mix
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
05/14/92
AIR CONTENT
MIX CODE: 5
TRANSPORTED BY Reed
~, SLUMP 2 · 5 INCHES
PICK-UP CHARGE: ~;S ~
T~CKET NO:: 2 5 8 8 7 3
UNIT WEIGHT PCF
YIELD CF/CY
(f~TR~,8~.!.~;", "'" ~a[hews investments ~outhwes~, ±nc./,r. ,rim House
& Marshall, Inc./Mr. Robert Marshall
Paveway Construction/Mr. John Owens
City of Coppell/Mr. harry Davis
81QNED
1 1
TEST METHODS: ASTM C31, C 39, C 143, C 173, C 192, C 231, OR C ~064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35(~0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 6 ~ NO.B 24. 1
PROJECT: Big Cedar Addition
Intersection of Brock Street and Leigh
LO~'.O.: Street
A"CH~ECTaNGt"EER:Goodwin & Marshall, Inc.
OATE C~ST: 05/13/92
~EC,"~: 3000 PS I
27/99
QUANTITY REPflESENTED:
~,~.ED aY: K. Atkins
CONTRACTOR: Paveway Construction 'BY ORDER OF: Contractor
06/10/92
RE~m~PTO: Matthews Investments Southwest PATE:05/20/92 ORDER.UMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-26.26 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
BCA051301 BCA051302
110,500 135,000
7 28
3910 4770
REMARKS: Does comply with Specification
BCA051303
136,500
28
4830
4800
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 8 4 'F M~X 7 8 'F,
TIME OF SAMPLE: 11: ! 5 ~.
05/14/92 ~NS~mED SY Reed
AIR CONTENT q%, 8LUMP
PIGK-UP CHARGE:
2 · 5 INCHES
SOURCE O~ CONCRETE: Mid cities Ready Mix
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE:
5
TICKET NO.: 258873
UNIT WEIGHT
YIELD
PCF
CF/CY
nI~TRI 'TION' (¥) Matnews Investments southwest, inc./Mr. 'l~m House
(IJ ~6odwln & Marshall, Inc./Mr. Robert Marshall /~/ ~~
(~1) Paveway Construction/Mr. John. Owens /~-%_
) city of Coppell/Mr. Larry Davis '
81GNED
1
TEST METHODS: ASTM C 31, C 39, C 143. C 173, C 192, C 231, OR C 1064 PAOF OF
2424 STUIZ DRIVE · SUITE400 · DALL~8, TEX~S75235 · 214/3F~5600 · (FAX1214/3.~-0019
1