Freeport NIP(4)-LR 960214 (3)REPORT NO.:
PROJECT:
LOCATION:
7
Freeport North
Floor slab - 75'N, 30'W of SE building
corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/14/96
4000 PSI
30/400 yds
ARCH~CT~NGIN~R: Gromatzky Dupree & Associates
~AMPLED BY:
CONTRACTOR:
REPORTED TO:.
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY ~R ~:
03/13/96
02/21/960,D~RNUMSSR:
T. Pickens
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, F~I:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
FN021401
91,900
7
3250
~T~Y NUMBER
FN021402
122,400
28
'4330
Does comply with Specification
FN021403
125,200
28
4430
4380
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT °F MIX
49 52
~ME OF ~.~E: 05: 45 AM~'
~U.CE OF CONCRSTE: TX I
TRANSPORTED BY
02/15/96
AIR CONTENT
Reed
SLUMP
INCHES
5.50
NO
PICK-UP CHARGE:
.~x COOE: 39
~CKET NO.: 535547
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
X~ixTU~r~s):
UNIT WEIGHT PCF
YIELD CF/CY
GromatzkY Dupree& Associates/Mr. Scott Ahm~~
City of Coppell/Mr. Larry Davis McC~
~labri°": ' '(~) M.E.P.C. American Properties/Mr..Rob.
(1) McFadden & Miller/Mr. Jon Jacobson
(1) City of Coppell/Mr. Lee Stone
TESTMETHOOS: ASTM 031, 039, 0143, 0173, C192, 0231, OR01064
PAO~ 1 ~ 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL coNSULTANTS
CONCRETE COMPRESSION TEST REPORT
7 ~o~ NO.: 2317.5 roTE CAST:
Freeport North
~PECIFICATION:
Floor slab - 210'N, 100'W of SE
building corner
QUANTITY REPRESENTED:
~PLED BY:
'BY ORDER OF:
o3/13/96
M.E.P.C. American Properties DATE: 02/21/960~OER.UMSER:
ARCH~INEE~ Gromatzky Dupree & Associates
co,~,~: McFadden & Miller
REPORTED T~
02/14/96
4000 PSI
160/400 yds
T. Pickens
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. 1=81:
AVERAGE ~rRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN021404 FN021405 FN021406
85,300 118,500 120,000
7 28 28
3020 4190 4240
Does comply with Specification
4220
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT 'F MIX
52 64
T1ME OF 8AMPLE: 07: 25 ~'
SOURC~ O~ CO~CRETE: TX I
TRANSPORTED BY
02/15/96
CF, AIR CONTENT
Reed
,~.UMP
PICK-UP CHARGE:
6.00
MIX CODE: 39
TICKET NO.: 535639
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(B):
UNIT WEIGHT PCF
YIELD CF~Y
~mm~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TE~ METH~ AS~ C 31. C ~. C 1~. C 1~ C 1~, C ~1. OR C 1~ p~ 2 OF 4
2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO.:
PROJECT:
LOCATION:
ned engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
-~0~ NO.:
7
Freeport North
Floor slab - 170'N, 80'E of SW
building corner
~CH~CTaNG,NEER: Gromatzky Dupree & Associates
coN~c~,: McFadden & Miller
~J~mmD~: M.E.P.C. American Properties DATE:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:.
· MdPLED BY:
BY ORDER OF:
03/13/96
02 / 21 / 960~0E. NUMS.~R:
02/14/96
4000 PSI
310/400 yds
T. Pickens
Client
(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 ~rRENQTH. PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMAR
FN021407 FN021408
87,500 110,700
7 28
3090 3920
Does comply with Specification
FN021409
116,800
28
4130
4030
METNOO OF CURING: FIELD DAYS. LABORATORY FROM
1 02/15/96
TEMPERATURE: AMBIENT 'F MIX CF. AIR CONTENT
56 69
TIME OF ~AMPLE: 09: 22 A~,
~U~E OF ~CR~E: TXI
FiNE AGGREGATE:
CO~ AGGREGATE:
WATER:
CEMENT:
FLY ASH:
AOMIx'rURE(S):
TRANSPORTED BY
Reed
%. SLUMP
PICK-UP CHARGE:
,,x ~OE: 39 11CKET ,0.: 535831
UNIT WEIGHT
YIELD
INCHES
5.50
NO
PCF
CF/CY
ms~,a~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNEO
(1) City of Coppell/Mr. Lee Stone
~ METHOOS: A$~ C 31, C ~. C 1~. C 173, C 1~, C ~1. ~ C 1~ PAGE 3 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
7
Freeport North
Piers- E-10, E-9, E-8, E-7
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/14/46
3000 PSI
10/10 yds
~CHn~C~a,e,S~S: Gromatzky Dupree & Associates
~AM~EDBY: F. Steadman
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY ORDER OF:
03/14/46
02 / 21/46OR~R NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIE~ .UUSER: FN021413
FN021414
76,800 107,000
7 28
2720 3780
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
Does comply with Specification
FN021415
104,800
28
3710
3750
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
58 59
~ME OF S~P~: 10: 10
SOURCE O~ CO. CRETE: TX I
02/15/46
TRANSPORTED BY
°F,
AIR CONTENT
Reed
SLUMP
5.25
PICK-UP CHARGE:
MIX COOE: 5
T~DKET NO.: 535897
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
[::'CF
CF/CY
Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis McC S~ED
~Sm,SU~O~: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobson
(1)
(1) City of Coppell/Mr. Lee Stone
TESTMETHOOS: ~ C31. C39. C143, C173, C 192, C231.0RC1064
PAGE 4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019