Freeport NIP(7.3)-LR010724 (2) GEOTECHNICALAND I G F=I r"'l LJ P
ENVIRONMENTAL CONSULTANTS i
CONCRETE CYLINDER TEST REPORT
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
REPORT NO. 135
REG PROJECT NO. 7570
SAMPLE DATE: 07-24-01
TECHNICIAN: R. Hollings
CONTRACTOR: Raymond Construction
Location of Sample
Set Number I Location I Quantity Represented
1 Paving: 70'N, 35'E of N.W. building corner 30/250
2 Paving: 45'N, 60'W of N.W. building corner 110/250
3 Paving: 50'S, 100'W of N.W. building corner 210/250
Design Information
Source of Concrete I Mix Identification
Potter 7752
Specified Strength p.s.i.
4000
Test Results
Set Cylinder J
No. ID Date Tested
r Age @ I Total Load Compressive
Test lbs. Strength p.s.i.
2
0977 07-31-01 7 107770 3810
0977 08-21-01 28 130490 4620
0977 08-21-01 28 125970 4460
0977 Hold H
3
0978 07-31-01 7 105430 3730
0978 08-21-01 28 120340 4260
0978 08-21-01 28 127050 4500
0978 Hold H
0979 07-31-01 7 92780 3280
0979 08-21-01 28 119110 4220
0979 08-21-01 28 116760 4130
0979 Hold H
Average
Strength p.s.i.
454O
4380
4180
2424 STUTZ DR. · SUITE 400 ,~ DALLAS, TX 75235 * TEL [214] 350 5600 · FAX [214] 350 0019
Cylinder Data
Set
No.
1
2
3
Cylinder
ID
0977
0978
0979
Time of
Slump Sample AirTemp.
5.00 5:30AM 85
5,00 7:10AM 90
5.00 9:10AM 90
Concrete Air I Ticket
Temp. Entrainment Number
84 N/A 613227
88 N/A 613247
90 N/A 613270
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr, Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) HBC Engineering/Mr. Bob Baker
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
GEOTECHNICAL AND I~ F~ I~1 I I p
ENVIRONi~IENTAL CONSULTANTS
REPORT Of FIELD DENSITY TESTS
Freeport VII
Royal Lane, North of Bethel Road
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Duke-Weeks Realty Corporation
5495 Belt Line Road, Suite 360
Dallas, Texas 75240
ATTN: Mr. Jeff Langston
Raymond Construction
Proctor ASTM I
No. Standard Description
REPORT NO. 121
REPORT DATE: 07-24-01
REG PROJECT NO. 7570
TECHNICIAN: M. Silva
PAGE: 1 of 1
IOptimum Maximum
Moisture, % Density, PCF
1 D-698 Brown clayey sand 10.0 116.5
2 D-698 Reddish brown clay 25.0 94.0
3 D-698 Reddish brown & light brown clay 22.5 96.0
4 D-698 Reddish brown & yellowish brown clay 20.0 97.5
5 D-698 Yellowish brown & gray clay w/weathered 30.0 87.0
shale & calcareous nodules
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
151 07-09-01 Leave-out: 70'N, 17'W(1) 2.0 91.3 25.8 3 95.1
152 Leave-out: 235'N, 17'W(1) 2.0 92.9 25.0 3 96.7
153 Leave-out: 410'N, 17'W(1) 3.0 92.2 25.3 3 96.0
154 Leave-out: 530'N, 17'W(1) 3.0 92.3 23.9 3 96.1
155 Leave-out: 670'N, 17'W(1) 3.0 93.1 23.5 3 96.9
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.E. building corner.
Mail
Distribution:
(1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston
(1) Raymond Construction/
Mr. Dave Schlimme
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) HBC Engineering/Mr. Bob Baker
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
RFR/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019