Freeport NIP(4)-LR 960522 (2) reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
38 JOBNO.: 2317. 5 DA~CAST: 05/22/96
PROJECT:
LOCATION:
Freeport North
Paving - 50'N, 65'W of NE building
corner
SPECIFICATION:
QUANTITY REPRESENTED:
4000 PSI
40/380 yds
ARCH~ECT~INEER: Gromatzky Dupree & Associates
S~PLEDB¥: S. Boeshart
GONTP, AGTOFI:
flEPOflT~D TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
o6/19/96
05 / 29 / 960.DEa NUMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: ARE/~28.26 SQ. IN.
REID NUMBER:
MAXIMUM LOAD, L~S:
AGE WHEN TESTED, DAYS:
COMPRE~81VE STRENGTH, PSI:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LA~RATORY NUMBER
FN052201 FN052202 FN052203
70,300 108,400 97,200
7 28 28
2490 3830 3440
Does not comply with specification
3640
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF 8AMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
07:55
TXI
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/23/96 Reed
MIX CF, AIR CONTENT %, SLUMP INCHES
74 83 6.00
AM/P:~ PICK-UP CHARGE: Y~ NO
M,X CODE: 9643 'r)CKET .O.: 594736
UNIT WEIGHT PCF
YIELD CF/CY
McCr~~-~
DISTRIBUTI~:
(1) M.E.P.C. American Properties/Mr. Rob Ahmu
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis aG
(1) City of Coppell/Mr. Lee Stone
~STMETHCOB: ASTM C31, C~, C1~, C1~, C19~ C~I. ORC 1~ PAG~OF ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35(:H:)019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCA'RON:
38 ~BNO.: 2317.5
Freeport North
paving - 35'N, 65'W of NE building
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/22/96
4000 PSI
230/380 yds
ANCN~NGINEER: Gromatzky Dupree & Associates
S~,~EDB¥: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P'C. American Properties DATE:
BY ORDER OF:
o6/19/96
05 / 29 / 96 ORDER NUMEER:
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:
lABORATORY NUMBER
FN052204 FN052205
79,500 109,100
7 28
2810 3860
Does not comply with specification
3820
FN052206
106,800
28
3780
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
91 90
3~ME OF 8AMPLE:
12: 25
SOURCE OF CO. CR~rE: TX I
TRANSPORTED BY
05/23/96
AIR CONTENT %,
Reed
SLUMP
PICK-UP CHARGE:
M,X CODE: 9643
TICKET NO.:
INCHES
5.25
Y~ NO
595103
FINE AGGREGATE:
COARSE AGGREGATE:
· WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,SU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahm
(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
TESTMETHCOS: AS~ C31, C~, C1~, C173, C 192, C~I, ORC 1~ P~F.~,~OF ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
38 2317.5
REPORT NO.: JOB NO,: DATE CAST:
Freeport North
PROJECT: SPECIFICATION:
Pavin9 - 45'N, 80'E of NW buildin9
u~,~oN: corner ou~m.~ REPRESENTED:
05/22/96
4000 PSI
310/380 yds
ARCN~G~EER: Gromatzky Dupree & Associates
~M PLED BY:
CONTRACTOR:
REPORTED TO:
McFadden & Miller
06/19/96
M.E.P.C. American Properties DATE: 05/29/96ORDERNUM~R:
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD.
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH. PSi:
AVERAGE BTRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN052207 FN052208 FN052209
81,700 109,600 113,000
7 28 28
2890 3880 4000
Does not comply with specification
3940
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT eF MIX
93 89
TIME
OF
SAMPLE:
0 2: 15 A~M.
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
05/23/96
AIR CONTENT
Reed
SLUMP
5.00
PICK-UP CHARGE:
M,X~DE: 9643
TICKET NO.: 595395
INCHES
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF,'CY
~$~IBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~~~
(1) McFadden & Miller/Mr. Jon Jacobsen ~~
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~y-~'~ ·
(1) City of CoPpell/Mr. Larry Davis ~N~
(1) City of Coppell/Mr. Lee Stone
TESTMETHCOS: AS~ C31. C~. C1~. C 1~. C 192. C~I. ORC 1~
PAG' 30F.~_3
2424 STU~-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504X)19