Freeport NIP(4)-LR 960625 2317.5
45 joe NO.:
REPORT NO.:
Freeport North
PROJECT:
Pavin9 - 50'W of NW buildin9 corner
~C.~aNG~NEER: Gromatzky Dupree & Associates
co~m~c~o,: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
reed engineering
GEO, ECHNICAL CONSULTAN¥$
QUANTITY REPRESENTED:
06/25/96
4000 PSI
40/320 yds
SAMPLED BY:
'BY ORDER OF:
0,/23/96
0 7 / 0 2 / 9 6
ORDER
NUMBER:
S. Boeshart
Client
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
~ELD NUMBER: FN062501
FN062502
84,200 118,400
7 28
2980 4190
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSI:
FN062503
110,200
28
3900
TYPE ~EAK: CONICAL (U.N.O,)
,~Ks: Does comply with Specification
4050
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
1
TEMPERATURE: AMBIENT 8 4 'F MIX 8 4
nME OF ~: 0 6: 4 0 A~,
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
06/26/96
'F, AIR CONTENT
Reed
,~ CODE: 9643
"/a, SLUMP 6 . 0 0 ,NGHES
PICK-UP CHARGE: Y~ NO
TICKET "O.: 6 1 3 9 8 6
UNrI' WEIGHT PCF
YIELD CF/CY
McC~~F~
D, STR,B~: (1) M.E.P.C. American Properties/Mr. Rob
(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
TEST METHODS: ASTM C 31. C 39, C 143, C 173, C 192, C 231, OR C 1064 pAOI~ 1 oF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
45
REPORT NO.:
Freeport North
PROJECT:
Paving - 250'S, 10'W of NW building
LOOA~OR: C O rne r
ARCN~¢TmNG,NEER: Gromatzky Dupree & Associates
CONTRACTOR: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
dOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
OUANTITYREPRESENTED:
06/25/96
4000 PSI
250/320 yds
S~PLEOEY: S..Boeshart
BY ORDER OF:
o'7/23/96
07 / 02 / 96 ORDER NUMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER ·ZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
~E~ NUMSE,: FN062504
FN062505
95,800 120,100
7 28
3390 4250
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P·:
AVERAGE STRENGTH, P·:
FN062506
114,000
28
4030
~PE BREAK: CONIC~ ~.N.O.)
REM~KS: Does comply with Specification
4140
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
T~ME OF SAMPC':: 10: 50
sou.c~ OF COaCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
1
"F MIX
90 92
06/26/96
TRANSPORTED BY
Reed
· F, AIR CONTENT
CODE: 9643
%, SLUMP 5.75 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.: 614386
UNIT WEIGHT PCF
YIELD CF/CY
McC~
O,~R,m~: (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
(1) City of Coppell/Mr. Lee Stone
TE~METHODS: ~ C31. C~, C1~. C1~, Ci~, C~I, ORCl~ PAG; 2 OF 2
2424 STUTZ DRIVE Si SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019