Big Cedar-LR 920603REPORT NO.: e
P~E~:Big Cedar Addition
L~A~oN:Brock St. STA 5+75
reed engineering
GEUi ,-CHNICAL CONSULTAh m ~
CONCRETE COMPRESSION TEST REPORT
joR NoB 2 4.1
DATE C~S~:06/03/92
~C,~:4 0 0 0 PS I
27/200
QUANTITY REPRESENTED:
ARCH~ECT~NG~NEER~oodwin & Marshall, Inc.
~ToR:Paveway Construction
07/01/92
RE~mTED~:Matthews Investments Southwest
$AM~EDBY:H. Johnson
sYoR~RoF:Contractor
ORDER NUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
cOMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
LABORATORY NUMBER
BCA060301 BCA060302
95,000 122,000
7 28
3360 4310
R~AR~S: Does comply with Specification
BCA060303
123,500
28
4370
4340
METHOD OF CURING: FIELD 1 DAYE, LABORATORY FROM
TEMPERATURE: AMBIENT 7 9 °F M~X 8 3 °F,
TIME OF ~AMPLE: l i: 15
06/04/92 TRANSPORTED BY Reed
AIR CONTENT 4 · 2 0 R%, SLUMP
PICK-UP CHARGE:
4 · 5 INGHEB
~s ~o
BOULE OF CONC.ETE: M i d- C i t i e s
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 5
TICKET NO.: 259567
UNIT WEIGHT PCF
YIELD CF/CY
(f~TR~6'~Nd & Marshall, Inc./Mr. Robert Marshall
Paveway Construction/Mr. John Owens
city of Coppell/Mr. Larry Davis
~GNED
TEST METHCOS: ASTM C 31, C39, C 143, C 173, C 192, C 231, ORC ~0~4 PAGE
2424STUT~DRIYE · SUITE400 · DALL~,TEX.~75235 · 214/350-5600 · (FAX) 214/3S0-O01~
_ OF
2
reed engineering
'CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 8
PROJECT: Big Cedar Addition
Brock St. - STA 3+25
ARCHfTECT~NGINEER: Goodwin & Marshall, Inc.
~m~oR: Paveway Construction
~e NO.: 824 - 1
GEOTECHNICAL CONSULTANTS
RAmm ~: 06/03/92
~~: 4000 PSI
135/200
QUANTITY REPRESENTED:
8AMPI. ED aY: H · Johnson
'B* OR~R ~: Contractor
07/01/92
REeoRTEDTO: Matthews Investments SouthwestRATE: 06/10/92 OROERNUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 8(3. IN.
FIELD NUMBER:
MAXIMUM LOAD, LB~:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. F~I:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
BCA060304 BCA060305
65,000 115,000
7 28
2300 4070
Does comply with Specification
BCA060306
116,500
28
4120
4100
METHOD OF CURING: FIELD i DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT 81 'F M,X 89.F,
03:10 X
TIME OF SAMPLE: AM/FId,
06/04/92 Tn~B.ORTEDB¥ Reed
aJn CONTENT 4 · 40 ~. SLUMP
PICK-UP CHARGE:
5. 25 INCHES
~OURCE C~ CONCRetE: Mid-Cities
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 5
TICKET .0.: 259578
UNr[ WEK~HT
~ELD
PCF
CF/CY
(~R'~9~:dwin & Marshall, Inc./Mr. Robert Marshall ~~
Paveway Construction/Mr. John Owens
city of Coppell/Mr. Larry Davis
~IGNED
2
TEST METHODB: ASTId C 31. C 39. C 143, C t73, C 192, C 231, OR C 1064 PAOF OF
24248TUI~DRIYE · SUITE400 · DALLY, TEXt75235 · 214/3~-5000 · (FAX) 214/350-0019
2
reed engineering
GEOTECHNICAL CONSULTAI~I I~S
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 8
PROJECT: Big Cedar Addition
L~A~NBrOck St. STA 5+75
jGG NO824 · 1
DATE CAST:06/03/92
8PECiF~AT~3N:4000 PS I
RE~E~N~D:27/200
ARCH~ECTrENGINEER~oodwin & Marshall, Inc.
~CTOR: Paveway Construction
RE~TEO To:Matthews Investments Southwest D^~O 6/10/92
SAMPLED BY:H · Johnson
BY O,~:~R OF:Contractor
ORDER NUMBER:
(6 x 12 IHCH) NOMIHAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
lABORATORY NUMBER
BCA060301 BCA060302 BCA060303
95,000
7 28 28
3360
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:11
15
:
1 DAYS, LABORATORY FROM 06/04/92 TRANSPORTED BY Reed
79 'F M~X 83 'F, A~R CONTENT 4 · 20 ',,, 8LUMP
JU~PM, P~CK-UP CHARGE:
MIX CODE: 5 TICKET NO.: 259567
UNIT WEIGHT
YIELD
SOURGE OF CONCRETE:Mid_Cities.
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
4.5 INCHES
.YES ~0
PCF
CF/CY
City of
~a~news lnves~ments ~ou~nwest, Inc./Mr. '1'~ Hou~ __ ~
& Marshall, Inc./Mr. Robert Marshall // /j~/~ ~ j
Construction/Mr. John Owens /~Y--'~F~~.
Coppell/Mr. Larry Davis ' ~---~' - ' '
~NED
TE~METHODS: AB~ C31, C~, C1~, C173, C192, C~I, ORCl~ PAGF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 ·
2
(FAX) 214/350-0019
REPORT ~.: 8
P~OJE~: Big Cedar Addition
Brock St. - STA 3+25
L~AT~N:
reed engineering
CONCRETE COMPRESSION TEST REPORT
~NO.: 824.1
~CH~CT~,G,NEER: Goodwin & Marshall, Inc.
CONTRACTOr: Paveway Construction
GEOTECHNICAL CON SU LTANT~
~TE ~: 06/03/92
~c,~: 4000 PS I
135/200
QUANTITY REPRESENTED:
S~.ED sY: H. Johnson
'SYmR~: contractor
RE~DTO: Matthews Investments SouthwestDATE: 06/10/92 ~RHUM~R:
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: 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
BCA060304 BCA060305 BCA060306
65,000
7 28 28
2300
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 06/04/92 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 8 1 *F
T~E OF EAM~.E: 03: 10 A~.
M~X 8 ~F. A~ ~TENT 4 · 40 ~. ~uuP
PICK-UP CHARGE:
5.25 INCHES
Y~ ~
SOURCE OF CONCRETE: Mid-cities
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(8):
MIX CODE: TICKET NO.:
5 259578
UNIT WEIGHT PCF
YIELD CF/CY
R, (2) Muthews investments ~outnwest, inc./Mr._ ..~/~--~%Tim Mouse
(~ ~}~8:dwin & Marshall, Inc./Mr. Robert Marshall
(1) Paveway Construction/Mr. John Owens
(1) City of Coppell/Mr. Larry Davis
~IGNED
2
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 23% OR C 1064 PAGF OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019