Freeport NIP(4)-LR 960510 (2)REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
3 4 JOB NO,: 2 3 1 7 · 5 DATE CAST:
Freeport North
SPECIFICATION:
Paving - 180'N, 3'E of SE building
co rn e r ou~ REPRESENTED:
~CHrmCTmNG,,EER: Gromatzky Dupree & Associates
CO,T~CTO~: McFadden & Miller
REPORTED TO: M.E.P.C. American Properties DA*E:
GEOTECHNICAL CONSULTANTS
05/10/96
3500 PSI
60/370 yds
BY: S. Boeshart
BY ORDER OF:
06/07/96
0 5 / 17 / 9 6ORDER "UMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. iN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRE881VE STRENGTH, P~I:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN051001 FN051002 FN051003
75,700 112,700 109,200
7 28 28
2680 3990 3860
Does comply with Specification
3930
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 08: 50
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/11/96 Reed
'F MIX *F, AIR CONTENT ~, SLUMP INCHES
76 83 6.00
MIX CCOE: 9643 TICKET NO.: 587488
UNff W~GHT PCF
YIELD CF/CY
ms~,~TiON: (1) M.E.P.C. American Properties/Mr. Rob AhmutY_
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis S,GNED
(1) City of Coppell/Mr. Lee Stone
TE~ METHOO~: AS~ C 31, C ~, C 1~, C 1~, C 1,2. C ~1, ON C 1~ PAG; 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
34
REPORT NO.:
Freeport North
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
Paving - 230'N, 45'E of SE building
corner
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CA~I':
SPECIFICATION:
QUANTITY REPREBENTED:
05/10/96
3500 PSI
220/370 yds
ANCHITE~NGINEER: Gromatzky Dupree & Associates
CO~T~CT~: McFadden & Miller
R~ORTEDTe M.E.P.C. American Properties CA~:
~ddPLED BY:
'BY ORDER OF:
06/07/96
05 / 17 / 960.~R NUMBER:
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESBIVE STRENGTH, PSi:
AVERAGE ~TRENGTH. PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN051004 FN051005
88,000 113,100
7 28
3110 4000
Does comply with Specification
FN051006
101,800
28
3600
3800
METHCO OF CURING: FIELD DAYS, LABORATORY FR~
i 05/11/96
TEMPERATURE: AMBIENT 'F MIX *F, AIR CONTENT
78 84
~"EOFa~: 11:15 ~
SOURCE OF CONCRETE: TX I
RNE A~REGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
Reed
%, SLUMP
PICK.UP CHARGE:
M~X COOE: 9643 T,C~T NO.: 587718
UNIT WEIGHT
YIELD
5 · 0 0 INCHES
Y~ NO
PCF
CF/CY
D,Sm,,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
(1) McFadden & Miller/Mr. Jon Jacobsen ~' ~ ~,
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis ~GNED
(1) City of Coppell/Mr. Lee Stone
TEST METHCOS: AS~ C 31. C ~, C I~. C 173. C 1~, C ~1. on c 1~ PAOE 2 OF 2
2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019