Freeport NIP(4)-LR 960508 (3) GEOTECHNICAL AnD
E NVIRONI~'IENTAL CONSULTANTS
PROJECT NO. 2317.5
PROJECT: Freeport North
DATE: 05-08-96
Reinforcing Steel Placement Inspection
LOCATION (Member, Floor Level, Grid Lines, Sketch):
Paving - south side of building.
REMARKS
(Note all Drawings, Details, Sections, Schedules or Notes Used):
These deviations were brought to the attention of
X
These deviations were
corrected
not corrected
No deviations were observed. Ail reinforcing steel appeared
to be placed in accordance with contract documents & CRSI.
Technician - L.J.
SUBMITTED BY :7/~__~~~GROUP , INC.
· Keith
REVIEWED BY: Atkins
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPOFIT
32 2317.5
JOB NO.:
Freeport North
Pavin~ - 150'N, 30'E of SE buildin~
corner
DATE CAST:
SPECIRCATION:
QUANTITY REPRESENTED:
05/03/96
4000 PSI
70/340 yds
AflCH~NGINEER: Gromatzky Dupree & Associates
CO"T~C~O": McFadden & Miller
R~O"~DTO: M.E.P.C. American Properties DA~:
SAMPLED BY:
BY ORDER OF:
05/31/96
0 5 / 10 / 9 6ORDER NUMBER:
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATO"Y NUMBER
FN050301 FN050302
98,400 137,600
7 28
3480 4870
Does comply with Specification
FN050303
135,200
28
4780
4830
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF 8AMPLE: 0 8: 0 0
~U~E OF CO.CRETE: TXI
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/04/96
6 7 'r MIX 7 8 CF, AIR CONTENT %,
Reed
SLUMP
PICK-UP CHARGE:
5.25
M,X COOE: 9643
TICKET "0.: 5 8 2 8 2 4
INCHES
NO
FINE A(3QREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH: '
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
McC~
DI~R,B~,O": (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
(1) City of Coppell/Mr. Lee Stone
TEST ME~S: AS~ cat c~, c 1~, c 173, c 1~, C~l.o"c 1~ p~; 1 OF__3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
32 ~SNO.: 2317.5
Freeport North
Paving - 180'N, 60'E of SE building
corner
o5/03/96
4000 PSI
160/340 yds
ARCH~NGINEER: Gromatzky Dupree & Associates
~AMPLEDBY: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY~ROF: Client
05/31/96
05/10/960~O~RNUMSER:
(6 x 12 INCH) NOidlNAL 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
FN050304 FN050305
83,000 122,700
7 28
2940 4340
Does comply with Specification
4320
FN0.50306
121,500
28
4300
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 09: 25
SOU.~ OF CONCR~E: TX I
fiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
i o5/04/96
eF MIX eF. AIR CONTENT
72 81
u,x COOE: 9643
TRANSPORTED BY
Reed
e/o, SLUMP
PICK-UP CHARGE:
TICKET NO,:
UNiT WEIGHT
YIELD
6.00
582979
INCHES
NO
PCF
CFICY
D,STR,SU~O,: (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
TESTM~H~S: ASTM C31, C~, C1~, C173, C192, C~1,~C1~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350o5600 · (FAX) 214/350-O019
32
REPORT NO.:
Freeport North
reed engineering
GEOTECHNICAL CONSULTANTS
Paving - 45'S, 65'E of SE building
corner
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/03/96
4000 PSI
310/340 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
McFadden & Miller
M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
05/31/96
05 / 10 / 96 ~DER ,UMBER:
S. Boeshart
Client
(6 x 12 INCH) NOIdlNAL 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:
~BORATORY NUMBER
FN050307 FN050308
110,600 136,500
7 28
3910 4830
Does comply with Specification
FN050309
134,200
28
4750
4790
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~%MPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTUflE(8):
12:40
TXI
DAYS, LABORATORY FROM
°F MIX
83 86
TRANSPORTED BY
05/04/96 Reed
'F, AIR CONTENT ~, SLUMP INCHES
4.00
PICK-UP CHARGE: YIF~ NO
MIX COOE: 9643 TICKET NO.: 583303
UNIT WEIGHT PCF
YIELD CF/CY
0,SmI~T~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jori Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEETMETHOOS: ASTM C31, C~, C $~. C 1~, C 192, C~l.~C 1~ p~; 3 OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FA3()214/350-0019