Freeport NIP(4)-LR 960213 (2)REPORT NO.:
PROJECT:
LOCATION:
6
Freeport North
Piers- J-2, J-3, J-4, J-5
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
OUANTITY REPRESENTED:
02/13/96
3000 PSI
10/10 yds
ARCH~EOT~NelNEER: Gromatzky Dupree & Associates
~,~CT~: McFadden & Miller
~TEDTO: M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ~)RDER OF:
o3/12/96
02 / 20 / 960,0~a NUMEEN:
F. Steadman
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:
FN021301
78,900
7
2790
~T~Y NUMBER
FN021302
113,100
28
4000
Does comply with Specification
FN021303
118,200
28
4180
4090
METHOO OF CURING: FIELD DAYS. LABORATORY FROM
1
TEMPERATURE: AMBIENT eF MIX
54 60
~UEOF~PLE: 10:05
~URCE OF CO~RETE: TXI
TRANSPORTED BY
02/14/96 Reed
AIR CONTENT %, SLUMP
5.50
PICK-UP CHARGE:
MO( COOE: 5
TICKET NO.: 534883
INCHES
FINE AGOREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
DISTRIBUT~OH:
UNIT WEIGHT
YIELD
PCF
CF/CY
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2~4/350~5600 · (FAX) 214/35043019
(1) M.E.P.C. American Properties/Mr. Rob Ah~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC~~
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TE~ METHO(O: ~ C 31. C ~, C 15, C 1~, C 192, C ~1. ~ C 1~ p~ 1 OF 2
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
,~O,T.O.: 6 ~.O.: 2317. 5 DATECAST: 02/13/96
~ECT: Freeport North ~EC,~C*T~N: 3500 PSI
Storm drain box - Line A, STA 10+18 10/10 yds
LOCATION: QUANTITY REPRESENTED:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
~M~ED BY: F. St eadman
coN~cTo~: McFadden & Miller BYO~ROF: Client
03/12/96
.~O~TEDm: M.E.P.C. American Properties o^TE: 02/20/960,DE, NUM~:
(6 x 12 INCH) NOMINAL'CYLINDER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DA~YS:
COMPRES~/E ~TRENGTH, PSI:
AVERAGE STRENGTH. PSI:
I"~PE BREAK: CONICAL (U.N.O.)
LABONATORY NUMBER
FN021304 FN021305 FN021306
130,800 172,600 173,500
7 28 28
4630 6100 6140
6120
REMARKS:
Does comply with Specification
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
DAYS, LABORATORY FROM
1
eF MIX
70 64
TIME OF &MdPLE:
03:30
,~:N. IRCE OF CONCRETE: on site
TRANSPORTED BY
02/14/96 Reed
"F, AIR CONTENT q%. SLUMP INCHES
4.00
PICK-UP CHARGE: YF.~ NO
MIX CODE: TICKET NO.:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
ms~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
(1) City of Coppell/Mr. Lee Stone
~ METHOOS: AS~ C ~,. C ~. C ,~. C ~. C ,02, C ~,, OR C '~ PAG~ 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019