Freeport NIP(4)-LR 960301 (2)REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
18 J~.: 2317.5
Freeport North
Slab - 75'S, 140'W of NE building
corner
GE~ECHNI~L CONSULTAN~
DATE CAST:
~PECIFICATION:
QUANTITY REPRESENTED:
03/01/96
4000 PSI
50/520 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
SAMPLED BY: F. Palmer
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY ORDER OF:
03/29/96
03 / 08 / 960RDER NUMBER:
Client
(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.)
REMARKS:
LABORATORY NUMBER
FN030101 FN030102
103,400 144,000
7 28
3660 5090
Does comply with Specification
FN030103
140,000
28
4950
5020
M~H~ OF CURING: FIELD DAYS, ~RATORY Ffl~
1 03/02/96
TEMPERATURE: AMBIENT *F MIX *F, AIR CONTENT
38 57
TIME OF SAMPLE: AM/PM,
SOURCE OF CONCRETE: TX I MIX CODE: 3 9
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
Reed
%, SLUMP
PICK-UP CHARGE:
TICKET NO.:
UNFI' WEIGHT
YIELD
INCHES
5.00
NO
546288
PCF
CF/CY
· . ~muty
D,STRIBU~: (1) M.E P C. ~erican Properties/Mr· Rob
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr· Scott McCr~u~.~z,
(1) City of Coppell/Mr. Larry Davis S,GNED/
(1) City of Coppell/Mr. Lee Stone
TEST M~H~: AS~ C 31. C ~, C 1~, C 173. C 1~. C ~1. OR C 1~ PAG~ 1 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 2141350-OO19
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
18 JO~NO.: 2317.5
Freeport North
Slab - 360'S, 80'E of NW building
corner
DATE CAST:
SPECIF~ATION:
QUANTITY REPRESENTED:
03/01/96
4000 PSI
260/520 yds
~CH~CT~NG,NE~: Gromatzky Dupree & Associates
&%MPLED BY: F. Palmer
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER
03/29/96
03/08/96ORDERNUMBER
Client
(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. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN030104 FN030105 FN030106
88,000 125,000 127,700
7 28 28
3110 4420 4520
Does comply with Specification
4470
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
09:50
TXI
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/02/96 Reed
'F MIX 'F, AIR CONTENT %, SLUMP INCHES
45 59 5.50
.,x C00E: 39 TICKET NO.: 546482
UNIT WEK~HT PCF
YIELD CF/CY
McCr/~~~~
mSm,B~I~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/M~. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST M~HOOS: AS~ C 31, C ~, C 1~. C 173. C 1~. C ~1, OR C 1~ PAGE 2 OF 3
2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL cONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO,:
PROJECT:
LOCA~ON:
18 JoaNo.: 2317.5
Freeport North
Slab - 180'S, 90'E of NW building
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/01/96
4000 PSI
400/520 yds
ARON~CT;NGINEER: Gromatzky Dupree & Associates
SAMPLED BY: F · Palmer
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY ORDER OF:
03/29/96
03 / 08 / 96ORDE. .UMSER:
Client
(S x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSh
TYPE ~REAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN030107 FN030105
83,900 123,500
7 28
2970 4370
Does comply with Specification
FN030109
122,000
28
4310
4340
METHCO OF CURING: FIELD DAYS. LABORATORY FROM
1 03/02/96
TEMPERATURE: AMBIENT 'F MIX "F, AIR CONTENT
52 64
TIME O~ ~%MPtE: 11: 10 AM,P~
SQURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
Reed
D/a, SLUMP
PICK-UP CHARGE:
M.X CODE: 39 TICKET NO,: 546663
UNIT WEIGHT
YIELD
INCHES
4.75
NO
PCF
CF/CY
Mcc
D,STRIBU~N: (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
TEST M~HCOS: AS~ C 31, C ~, C 1~. C 173, C 192, C ~1, OR C 1~ PAG~ 3 ~ 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~0019