Freeport NIP(4)-LR 960617 (2)REPORT HO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JO6 NO.:
40 (REVISED)
Freeport North
Paving -60'S, 40'W of SW building
corner
~CH~aNG~NE~: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties D^T~:
GEOT~.CHNICAL CONSULTAN m ~
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
07/15/96
06 / 24 / 960, OER NUMBER:
06/17/96
4000 PSI
20/350 yds
T. Pickens
Client
($ x 12 INCH) NOMINAL CYLINOER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER: FN0617
MA~MUM LOAD, LBS: 10 4 , 5 0
7
AGE WHEN TESTED, DAYS:
3700
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
LABORAT~Y NUMBER
FN061702
139,500
28
4930
FN061703
135,800
28
4800
~ ~K: CO"ICAL (U.N.O.)
,EM~KS: Does comply with Specification
4870
METHOD OF CURINO: FIELD DAYS, LABORATORY FROM
1 06/18/96
'F MIX *F, AiR CONTENT
TEMPERATURE: AMBIENT 74 86
~ME OF S~PLE: 07: 07 AM~.
SOURCE OF CO. CRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
~,SPORTED mY Keed
~.UMP
PICK-UP CHARGE:
M,X CODE: 9643 T,CKET NO.: 608911
UNIT WEIGHT
YIELD
INCHES
5.25
NO
PCF
CF/CY
mETRmUT~N: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
~) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr Lee Stone 1
TEST METHOOS: ASTM C 31, C39, C 143, C 173, C 192, C 231. OR C 1064 PAGE OF
2424 STU1-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001u
reed engineering
CONCRETE COMPRESSION TEST REPORT
40 (REVISED) JOSNO.: 2317.5
REPORT NO.:
Freeport North
Paving - 80'N, 30'W of SW building
u~oN: corner
~CH~¢T~"e,N;E": Gromatzky DUpree & Associates
McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:
GEOTE. CH NICAL CONSULTANT;~
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
~AMPt. ED BY:
BY ORDER OF:
07/15/96
06/24 / 960.DER NUMBER:
06/17/96
4000 PSI
150/350 yds
B. Ray
Client
(6 x 12 INCH) NOUtNAL CYUNOER SIZE: AREA.28.26 SQ. IN.
LABORATORY NUMBER
RE,- NUMSER: FN061704
FN061705
86,900 122,100
7 28
3070 4320
MAXIMUM LOAD, LSS:
AGE WHEN TESTE0, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
FN061706
115,600
28
4090
TYPE BR~K: ~NICAL (U.N.O.)
,~KS: Does comply with Specification
4210
METHOD OF CURING:
TEMPERATURE:
TIME OF SAMPLE:
~.IRCE OF CONCRETE:
FIELD DAYS, LABORATORY FROM
1
,~,e,ENT 88 .F U,X 90
10: 50
TXI
*F,
06/18/96
TRANSPORTED BY
AIR CONTENT 4 · 3 0 ~'
Reed
SLUMP 6. 00
PICK-UP CHARGE:
Y~
9643
TICKET "O.: 609133
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,s~euTI~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHOOS: ASTM C 31, C ~, C lq, C t73, C 192, C ~1. OR C 1~ PAG; 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX}214/350-001U