Freeport NIP(3)-LR 950927reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
39 JOBNO.: 2317.2
Craftmade
Pavin~ - 69'S, 66'W of SE buildin~
corner
DATE CAST:
SPECIRCATION:
QUANTITIyREPRESENTED:
09/27/95
4000 PSI
80/349 yds
ARCHITECT/ENGINEER: Gromatzky Dupree and Associates
SAMPLED BY: T. Bel ew
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF:
10/25/95
10 / 04 / 9 5ORDE. NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2'8.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
'TYPE BREAK: CONICAL (U.N.O.)
CM092701
92,100
7
3260
REMARKS:
LABORATORY NUMBER
CM092702
92,000
7
3250
3260
Does not comply with specification
CM092703
108,500
28
3840
CM092704
111,600
28
3950
3900
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 75 'F M~X 76
TIME OF SAMPLE: 0 8: 4 0 AM~PM'
8OURCE OF CONCRETE: TX I
09/28/95 TR~SPO,TED aY Reed
"F, AIR CONTENT ~, SLUMP 8 . 0 0
PICK-UP CHARGE: YI~
MIX CODE: 9643 TICKET NO.: 461271
INCHES
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
McCr~
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott
(1) Eckland Consultants, Inc./Mr. Jerry Holstru~,G~EED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larr~ Davis
TEST METHODS: A~M C31, C~, C14, C173, C192, C~I,ORCI~
1 4
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
39 2317.2
REPORT NO,: JOB NO.:
Craftmade
PROJECT:
Paving - 30'S, 162'W of SE building
LOCAT,O": corner
DATE CAST:
SPECIFICATION:
QUANTITY REPflESENTED:
09/27/95
4000 PSI
200/349 yds
ARCHITECT/ENGINEER: Gromatzky Dupree and Associates
S~PLEDSY: T. Belew
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF: Client
10/25/95
10 / 04 / 950.DE. ,UMSER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
RELD NUMBER: CMO 92705
CM092706
84,300
7
2980
MAXIMUM LOAD. LBS: 88,2 0 0
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
7
3120
3050
~ BR~K: CONIC~ (U.N.O.)
REMARKS: Does not comply with specification
CM092707
97,000
28
3430
CM092708
101,400
28
3590
3510
METH~ OF CURING: FIELD ~YS, LABORATORY FROM
1 09/28/95
TEMPERATURE: AMBIENT
~ME OF SAMPLE: 1 1: 1 5
8OUROE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
Reed
AIR CONTENT
80.'F ,,x 77 'F,
%, SLUMP 6.00 'NC"ES
PICK-UP CHARGE: Y~ NO
M,X COOE: 9643 TICKET NO.: 461549
AM~]~.
UNIT WEIGHT PCF
YIELD CF/CY
Rob Ah~
Scott McCr~y~-~' ~
Jerry HolstrumsiG,FED- --
DISTRIBUT,ON: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr.
(1) Eckland Consultants, Inc./Mr.
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~Mr Lar Davis
TEST dETI~S: A~M C 31, C ~, C 143, C 1~, C 192, C 231, OR C 1~ PAGE 2 OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
39 2317.2
REPORT NO.: JOB NO.:
Craftmade
PROJECT:
Paving - 65'S, 297'W of SE building
LOCA~ON: corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
09/27/95
4000 PSI
320/349 yds
ARCHITECT/ENGINEER: Gromatzky Dupree and Associates
SAMPLED BY: T. Belew
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF: C1 lent
10/25/95
10 / 04 / 9 SONDER NUMBER:
(6 X 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN,
LABORATORY NUMBER
FIELD NUMBER: CMO 92709
CM092710
75,700
7
2680
MAXIMUM LOAD, LBS: 73, 900
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
2610
2650
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does not comply with specification
CM092711
102,400
28
3620
CM092712
109,000
28
3860
3740
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
11ME OF ~AMPLE: 0 2 : 4 5
8OURCE OF CONCRETE: TX I
1 DAYS, ~SORATOR¥ FROM 09 / 28 / 95
TRANSPORTED BY
Reed
88 'F M~X 78 .F.
AIR CONTENT
SLUMP 5.00
PICK-UP CHARGE:
v~
M~X CODE: 9643 TICKET NO.: 461928
INCHES
NO
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Scott Mc~
Jerry Hol strumsiGN~
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr.
(1) Eckland Consultants, Inc./Mr.
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/_Mr. Larry Davis
TEST METHODS: ASTM C 31, C 39. C 143. C 173. C 192. C 231. OR C 1064 PAGE 3 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019
reed engineering
GEOT'ECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
39
REPORT NO.:
Craftmade
PROJECT:
LOCATION:
JOB NO.:
Panel - #103, top half
2317.2
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
09/27/95
4000 PSI
10/18 yds
ARCHITE~NGINEER: Gromatzky Dupree and Associates
SAMPLEDBY: T. Belew
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF: Client
10/25/95
10 / 0 4 / 9 5ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
mELD NUMBER: CMO 92713
CM092714
91,000
7
3220
MAXIMUM LOAD. LBS: 93,200
AGE WHEN TE8TED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
3300
3260
~PE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
CM092715
125,000
28
4420
CM092716
127,200
28
4500
4460
METHOD OF CURING: FIELD 1
TEMPERATURE: AMBIENT 9 0 'F
DAYS, LABORATORY FROM 09 / 28 / 95 TRANSPORTED BY
MIX 8 0 "F, AIR CONTENT %,
Reed
SLUMP 4.50
INCHES
TIME OF SAMPLE: 0 4: 5 0
~OURCE OF CONCRETE: TX I
A~M.
MIX CODE:
039
PICK-UP CHARGE: YI~ NO
~CKET NO.: 462049
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRISUTION: (1) M.E.P.C. American Properties/Mr.
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott
(1) Eckland Consultants, Inc./Mr. Jerry HolstrummGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TEST METHODS: ASTM C31, C39. C143, C173, 0192, C231, ORC1064
UNIT WEIGHT PCF
YIELD CF/CY
Rob Ahmut~~
McCra~
4 4
PAGF OF..._.._
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019