Freeport NIP(4)-LR 960522REPORT NO.:
PROJECT:
LOCATION:
38
reed engineering
GEOTECHNICAL CONSULTANTS
Freeport North
Paving - 50'N, 65'W of NE building
corner
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/22/96
4000 PSI
40/380 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
CONTR~CT~: McFadden & Miller
· ~MPLEDBY: S. Boeshart
B¥ORDEROF: Client
R~TO: M.E.P.C. American Properties D^TE: 05/29/96~DER.UMSER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-26.26 SQ. IN.
fiELD NUMBER:
MAXIMUM LOAD, LB~:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN052201
70,300
7
2490
LABORATORY NUMBER
FN052202
FN052203
28 28
METHOO O~ CURING: FIELD
TEMPERATURE: AMBIENT
'nME oF SAMPLE: 07: 55
~OUROE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/23/96 Reed
'F MIX 'F. AIR CONTENT e/o, SLUMP INCHES
74 83 6.00
M,x COOE: 9643 TICKET NO.: 594736
UNIT WEIGHT PCF
YIELD CF/CY
D~STR,BUT~.: (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~B: AB~ C 31, C ~, C $~, C 173, C 192, C ~1, OR C 1~ PAG~ 1 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
RE~m~ NO.: 38
.'OD NO.: 2317.5
Freeport North
PROJECT:
paving - 35'N, 65'W of NE building
LOCk.ON: corner
ARCHrTECT/ENGINEER: Gromatzky Dupree & Associates
CO, TWO,: McFadden & Miller
REPORTED TO: M.E.P.C. American Properties DAm:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/22/96
4000 PSI
230/380 yds
SAMPLEDBY: S. Boeshart
ORDER OF: Client
O. DE. NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER ~iZE-: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LB,~:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE ~TRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O,)
REMARKS:
FN052204
79,500
7
2810
LABORATORY NUMBER
FN052205
FN052206
28 28
METHOD OF CURING: FIELD DAYS. LABORATORY FROM TRANSPORTED BY
1 05/23/96 Reed
TEMPERATURE: AMBIENT ~F MIX .'F. AIR CONTENT
91 90 ~. SLUM,
TIME OF ~MPLE:
12: 25 *~M. PICK-UP CHARGE:
SOURCE OF CONCRETE: TX I M,X CODE: 9643 ~CKET NO.: 595103
FINE AGGREGATE:
COA/:',~; AGGREGATE: UN/T WEIGHT
WATER:
CEMENT: YIELD
FLY ASH:
ADMIXTURE(S):
5.25 INCHES
Y~ NO
PCF
CF/CY
D~TRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~//~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~_~
(1) City of Coppell/Mr. Larry Davis S,GRED
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C 31. C 38, C 143, C 173, C 192. C 231. OR C 1064 PAGE 2 OF.. 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235. · 214/35(A5600 · (FAX) 214/350~0019
REPORT NO.:
PROJECT:
LOCATION:
38
Freeport North
Pavin~ - 45'N, 80'E of 1~ buildin~
corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JO~ NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/22/96
4000 PSI
310/380 yds
ARCN~NGINEER: Gromatzky Dupree & Associates
coN~: McFadden & Miller
REPORTEDTO: M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
05/29 / 96ORDER NUMBER:
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN052207
81,700
7
2890
LABORATORY NUMBER
F~052208
FN052209
28 28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY
1 05/23/96 Reed
TEMPERATURE: AMBIENT "F MIX '*F.~ AIR CONTENT %, SLUMP
93 89
nME OF SAM~E: 02: 15 ~U. PICK4JP CHARGE:
~URCE OF CONCR~: TX I M~X CODE: 9643 nCK~ NO.: 595395
FINE AGGREGATE: UNIT WEIGHT
COARSE AGGREGATE:
WATER: YIELD
CEMENT:
FLY ASH:
ADMIXTURE(S):
INCHES
5.00
NO
PCF
CFICY
D,STR,~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST MET*HODS: ~ C 31, C ~, C 1~, C t~, C 192, C ~1. OR C 1~ PAG~ 3 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019