Freeport NIP(4)-LR 960620 (2) 4i (REVISED)
REPORT NO.:
PROJECT:
Paving - 295'N, 180'W of SW building
LOOAnON: corner
~C.,TECTaNG~NE;R: Gromatzky Dupree & Associates
CONT,aOTO~: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:.
reed engineering
GEOTECHNICAL CONSULTAN'I~
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
07/18/96
06 / 27 / 96
NUMBER:
06/20/96
4000 PSI
20/400 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, PSI:
AVERAGE STRENGTH, PSI:
I'YPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABO~TORY NUMAR
FN062001 FN062002
97,000 135,500
7 28
3430 4790
Does comply with Specification
FN062003
134,100
28
4740
4770
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT *F
86
TIME OF 8~ddPLE: 06 : 31 AMMO,
SOURCE O~ CONCRETE: TXT
DAYS. LABORATORY FROM
MIX
92
TRANSPORTED BY
06/21/96
· F, AIR CONTENT
Reed
SLUMP
5.00
PICK4JP CHARGE:
M~X coo;: 9 6 4 3
T~CKET NO.: 61139 0
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D, Sm,S~ON: (1)M.E.P.C. American Properties/Mr. Rob ~ty~ ~~_~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC~
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASH C 31, C ~, C 14. C 173, C 192, C ~1, ~ C 1~ PAGE 1 OF 3
2424 ~U~ DRIVE · SUITE~ · DAL~,TEX~75235 · 214/35~56~ · (~X) 214/35~1u
41 (REVISED)
REPORT NO.:
Freeport North
PROJECT:
Paving - 75'N, 100'W of SW building
LoGAnoN: corner
~CN~E~a,GINEER: Gromatzky Dupree & Associates
CONTRA~O,: McFadden & Miller
M.E.P.C. American Properties
REPORTED TO:
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
GEOTECHNICAL CONSULTAN m ~
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/20/96
4000 PSI
150/400 yds
BY: T. Pickens
BY ORDER OF:
o7/18/96
06/27/96~DER.U.BSR:.
Client
(8; x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER:
FN062004
FN062005
132,800
28
4700
MAXJMUM LOAD, LBS: 94,100
7
AGE WHEN TESTED, DAYS:
3330
COMPRE~SWE ~TRENGTH. PSi:
AVERAGE STRENGTH, PSI:
FN062006
126,200
28
4460
TYPE BREAK: CON~ (U.N.O.)
R~A~: Does comply with Specification
4580
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT eF MIX
92 97
TiME OF SAMPLE: 0 9 : 0
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
06/21/96
*F. AIR CONTENT
Reed
SLUMP
INCHES
5.50
NO
PICK-UP CHARGE:
MIX COOE: 9643
TICKET "O.: 611660
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
~m,B~: (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 ~NED
(1) City of Coppell/Mr. Lee Stone
TE~ METr~X~: ^S~ C ~,. C ~. C ,~. C 1~, C ,~, C ~. OR C ,~ PAGE 2 OF 3.
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001~
reed engineering
CONCRETE COMPRESSION TEST REPORT
JOBNOi: 2317.5
~1 (REVISED)
Freeport North
PROJECT:
Paving - 260'N, 175'W of SW building
LOCk,ON: corner
~CHITEC~NG,NEER: Gromatzky Dupree & Associates
McFadden & Miller
CONTRACTOR:
M.E.P.C. American Properties DATE:
REPORTED TO:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
07/18/96
06 / 27 / 96
ORDER
NUMBER:
06/20/96
4000 PSI
310/400 yds
T. Pickens
Client
~x121NCH) NOMI~LC~IN~"SI~: ~-28.~.1N. ~O~ATORYNUMBER
FIE~NUMBER: FN062007 FN062008
M~IMUMLOAD, LBS: 85,300 118,700
7 28
HEN TESTED, DAYS:
3020 42O0
COMPRE~IVE ~RENG~, PSI:
AVERAGE STRENGTH, PSI:
FN062009
115,500
28
4080
~PE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
414'0
M~HOO OF CURING: FIELD DAYS, ~RATORY FROM
1 06/21/96
TEMPERATURE: AMBIENT 97 'F M~X 94
11ME OF 8AMPLE: 1 2 : 0 5 A~M.
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
AIR CONTENT
MIX CODE: 9643
TRANSPORTED BY Reed
~. SLUMP 6.25 INCHES
PICK-UP CHARGE: YI~ NO
TICKET NO.: 611920
UNIT WEIGHT PCF
YIELD CF/CY
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~
(1) City of Coppell/Mr. Lar~ Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST MET~: AS~ C 31, C ~, C 1~, C 1~, C 192. C ~1o OR C $~ PAG; 3 OF .
2424 ~ DRIVE · SUITE~ · DAL~S. TE~75235 · 21~35~5~ · (~X) 214/350~X)l~
3