Freeport NIP(7.5)-LR010907 (2) EEO I Enc i II--iE EI=tlFIC i
GEOTECHNICAL AND [~ J~J C~ U P
ENVIRONMENTAL CONSULTANTS
REPORT Of LIME SOil DEPTH
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 135
5495 Belt Line Road, Suite 360 REPORT DATE: 09-07-01
Dallas, Texas 75240 REG PROJECT NO. 7888
ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson
PAGE: 1 of 1
CONTRACTOR: Butler Construction
Test I Measured Required
No. I Location Depth (inches) Depth (inches)
1 Approach 132'N, 161'W(1) 7.75 6.0
2 Approach: 151'N, 171'W(1) 7.50 6.0
Footnote: (1) Measurements referenced from southern most S.W. building corner.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Butler Construction/Mr. David Husted
(1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By
(1) City of Coppel/Mr. Lee Stone
(1) City of Coppel/Mr. Larry Davis James F. Phipps, P.E.
(1) HBC Engineering/Mr. Bob Baker KNmm
2424 STUTZ DR. · SUITE 400 ° DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND I~ ~ ~ I I F=a
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport 9
Coppell Road at Bethel Road
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 133
5495 Belt Line Road, Suite 360 REPORT DATE: 09-07-01
Dallas, Texas 75240 REG PROJECT NO. 7888
ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson
PAGE: 1 of 2
CONTRACTOR: Butler Construction
Proctor ASTM Optimum I Maximum
No. Standard Description Moisture, %I Density, PCF
1 D-698 Dark brown clay 16.5 103.0
la D-698 Yellow brown clay 15.5 106.0
2 D-698 Dark brown and yellow clay 18.5 102.0
2a D-698 Brown clay (lime-treated) 21.0 97.0
3 D-698 Yellow brown sandy clay 12.5 113.0
3a D-698 Light brown clay 18.0 102.0
4 D-698 Brown clay w/traces red sand 15.0 104.0
4a D-698 Reddish brown sandy clay 16.0 99.0
5 D-698 Dark gray sandy clay 18.5 99.5
5a D-698 Recycled concrete 13.0 116.0
6 D-698 Light brown clayey sand 11.5 112.5
7 D-698 Yellow brown clayey sand 12.5 113.0
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
790 08-17-01 Paving 95'S, 30'E(1) 0.0 115.0 13.6 5a 99.1
791 Paving: 150'S, 105'E(1) 0.0 114.7 14.0 5a 98.9
792 Paving: 151'S, 195'E(1) 0.0 113.4 14.4 5a 97.8
793 Paving: 105'S, 140'E(1) 0.0 115.5 13.0 5a 99.6
794 08-21-01 Site Fill: 800'N, 350'E(2) 0.8 99.1 20.6 3a 97.2
795 Site Fill: 800'N, 450'E(2) 0.8 98.9 21.1 3a 97.0
796 Site Fill: 800'N, 950'E(2) 0.8 101.9 19.2 la 96.1
797 Site Fill: 800'N, 1050'E(2) 0.8 98.4 21.5 3a 96.5
798 Site Fill: 800'N, 1150'E(2) 0.8 99.7 20.4 3a 97.7
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 133
REPORT DATE: 09-07-01
REG PROJECT NO. 7888
PAGE: 2 of 2
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from S.W. building corner.
(2) Measurements referenced from N.W. building corner.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) Butler Construction/Mr. David Husted
(1) Pacheco Koch, Inc./Mr. Jack Evans Original Signed By
(1) City of Coppel/Mr. Lee Stone
(1) City of Coppel/Mr. Larry Davis Ronald F. Reed, P.E.
(1) HBC Engineering/Mr. Bob Baker BW/mm