Freeport NIP(4)-LR 960620 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
PROJECT:
LOCATION:
41 ~eNO.: 2317.5
Freeport North
Paving - 295'N, 180'W of SW building
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/20/96
3000 PSI
20/400 yds
~qc,n~C~=Ne~NE~: Gromatzky Dupree & Associates
~,LEDB*: T. Pickens
McFadden & Miller
'BYORDEn~: Client
,~ORTEDTO: M.E.P.C. American Properties ~TE: 06/27/96OROE,.U.BE,:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
REID NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COM~ STRENGTH, PSi:
AVERAGE ~rRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN062001
97,000
7
3430
LABORATORY NUMBER
FN062002
FN062003
28 28
METHOO OF CURING: FIELD
1
TEMPERATURE: AMBIENT *F
86
DAYS, LABORATORY FROM
MIX
92
06/21/96
TRANSPORTED BY
CONTENT
Reed
SLUMP INCHES
5.00
TIME OF SAMPLE: 06: 31
SQU~CE OF CONC~TE: TX I
.~ COOE: 9643
PICK~JP CHARGE: YF~ NO
~C~<E~ NO.: 611390
FiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
(1) M.E.P.C. American Properties/Mr. Ro Ah~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC~
~ City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TE81' METHOOS: A~TM C 31. C39, C 143, C 173, C 192. C 231. OR C t064
P,m; 1 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
41 2317.5
REPORT NO.: JOB NO.:
Freeport North
Pavin~ - 75'N, 100'W of SW buildin~
Loc,~o,: corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATIOH:
QUANTITY REPRESENTED:
06/20/96
3000 PSI
150/400 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
SAMPLED BY: T. PickeRs
coNT~: McFadden & Miller
Client
'BY ORDER ~:
REPORTED TO:.
M.E.P.C. American Properties DATE: 06/27/96~DE. NUMBER:
{6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
~ELD NUMAR: FN062004 FN062005 FN062006
MAYJMUM LOAD, LBS: 94,100
AGE WHEN TESTED. DAYS:
COMPRESB~E STRENGTH. PSi:
7
3330
AVERAGE STRENGTH, PSI:
TYPE MEAl(: CONICAL (U.N.O.)
REMARKS:
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
nME OF ~P,~: 09: 08
SOU.CE O~ CO.CRZm: TX I
DAYS. LABORATORY FROM 06 / 21 / 96
M~X 9 7 CF, AIR CONTENT
A~,
u,x CODE: 9643
TRANSPORTED BY
Reed
%6, SLUMP 5 . 50
PICK-UP CHARGE: YI~
TICKET .0.: 611660
INCHES
NO
FINE AGGREGATE:
~ AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
McCr~
O,SmIBU~O,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2
TE~METHODS: A~M C31, C~, C1~, C1~ C192. G~I. ORCl~ PAGE
2424 STU1-Z DRIVE · SUITE400 · DALLAS, TEXAnS75235 · 214/35~5600 · (FAX) 214/350~)019
?
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
co~m~: McFadden & Miller
M.E.P.C. American Properties
REPORTED TO: DATE:
41
Freeport North
Paving - 260'N, 175'W of SW building
corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/20/96
3000 PSI
310/400 yds
S~DSY: T. Pickens
BY ORDER OF:
06/27/96
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN.
FIELD NUMBER: FN062007
MX~MUM LO~, L~: 85, 300
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH. P~I:
7
3020
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN062008
FN062009
28 28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 9 7
TIME OF ~AMPLE: 12: 05
~URCE OF CONCRE'rE: TX I
DAYS, LABORATORY FROM
· F M~X 9 4
ALUM,
06/21/96 TRANS~RTED EY Reed
CF, AIR CONTENT %, SLUMP 6.2 5
PICK-UP CHARGE: YI~
M,x CODE: 9643 TICKET "O.: 611'920
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Ahmut~
McCr~~~7
D,STR,BUnON: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis S~NED
(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 PAGE 3 oF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019