Big Cedar-LR 920527REPORT NO.: 7
.ROJECT: Big Cedar Addition
Brock Street STA 5+00
LOCATION:
reed engineering
GEO~ECHNICAL CONSULTAN i~.,
CONCRETE COMPRESSION TEST REPORT
~a .O.: 8 2 4 · 1
~TE c~: 05/27/92
~PE~F~.A~ON: 3000 PSI
~RE~ESE~0:45/100 yds
ARCHITECT/ENGINEER: Goodwin & Marshall, Inc. a~,et. EOBY: B. Steadman
CONTRACTOR: Paveway Construction aY OR~R ~: contractor
RE~mTEDTO: Matthews Investments Southwes~TE: 06/03/92 OR~m.UMBER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-2~.2680. 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
BC052701 BC052702 BC052703
110,000
7 28 28
3890
METHOD OF CURING: RELD
TEMPERATURE: AMBIENT
10:45
TIME OF SAMPLE:
1 DAYS, LABORATORY FROM 05/28/92 TRANSPORTEOBY Reed
66.F MIX 7 2F, AIR OONTENT 4 · 104. BLUMP
AM~, PICK-UP CHARGE:
5INCHES
NO-
~OURCE OF CONCRETE: Mid-Cities Ready Mix M,x CODE: 5 SK
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TICKET NO.: 258965
UNIT WEIGHT
YIELD
PCF
CF/CY
o /p
~y'e~'~6dwin
(1) Paveway Construction/Mr. Jo ,,,~m.er"/~
'~L1) city of Coppell/Mr. Larry Davis
81GNED
TEST METHODS: ASTM C al, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX)214/350-OO1u
REPORT NO.: '7
,~ECT.. Big Cedar Addition
Brock Street STA 5+00
LOCATION:
reed engineering
GEUI*'CHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
JoB NO.: 8 2 4.1
ARCHITECT~NGINEER: Goodwin & Marshall, Inc.
~CTOR: Paveway Construction
DAm ~: 05/27/92
SPEOIF~ATK)N: 3000 PSI
OUANTII'~ REPRESENTED: 45/100 yds
~ED aY: B. Steadman
BY ORDER OF: Contractor
06/24/92
RE~OR~DTO: Matthews Investments SouthweStDA~: 06/03/92 ORO~RNO~SER:
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHr~N TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
BC052701 BC052702
110,000 148,000
7 28
3890 5230
Does comply with Specification
BC052703
150,000
28
5310
5270
METHOD OF CURING: FIELD I DAYS, LABORATORY FROM
TEMPERATURE: AMSIENT 6 6 *F MIX 7 2°F,
TIME OF SAMPLE: 10: 4 5
05/28/92 TRANSPORTED BY
AIR CONTENT 4 · 10 ~.
SOURCE OF CONCRETE: Mid-Cities Ready Mix MIXCODE: 5 SK
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
8LUMP
PIGK-UP CHARGE:
TICKET NO.: 2 5 8 9 6 5
UNIT WEIGHT
YIELD
5 INCHES
PCF
CF/CY
~TR, T , ( Z ) macbews ±nvescments southwest, Inc./Mr. 'J.~,.t~ House..
(~ ~:dwin & Marshall., Inc./Mr. Robert Marshall
.~(111 Paveway Construction/Mr. John,Owens
city of Coppell/Mr. Larry Davis
1
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C23t, CRC 1064 PAG~ OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35(~0019