Freeport NIP(7.6)-LR010711 GEOTECHNICAL AND ~ F:=I r-I U F:~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD GRADATION TESTS
Freeport Parkway Extension
Freeport Parkway, North of Bethel
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 31
5495 Belt Line Road, Suite 360 REPORT DATE: 07-11-01
Dallas, Texas 75240 REG PROJECT NO. 7623
ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson
PAGE: 1 of 1
CONTRACTOR: McMahon Contracting
Specification
Sieve Percent Percent
Size Passing (%) Sieve Size Passing (%)
1-3/4" 1 O0 3/4" 85
Passing Passing
Date Location 1-3/4" Sieve 314" Sieve
06-22-01 Free )ort Parkway North Bound: STA 17+50 100 99.9
Free)ort Parkway North Bound: STA 16+00 100 99.9
Free)ort Parkway North Bound: STA 14+50 100 99.8
Free)ort Parkway North Bound: STA 13+00 100 99.9
Free )ort Parkway North Bound: STA 11+50 100 99.9
Free ~ort Parkway North Bound: STA 10+00 100 99.7
Freeport Parkway North Bound: STA 8+50 100 99.8
Free)ort Parkway North Bound: STA 7+00 100 99.8
Freeport Parkway North Bound: STA 5+50 100 99.5
Free ~ort Parkway North Bound: STA 4+00 100 99.7
Free)ort Parkway North Bound: STA 2+50 100 99.8
Freeport Parkway North Bound: STA 1+00 100 99.4
Free 3ort Parkway North Bound: STA 0+40 100 99.8
Remarks: Where tested, materials were in compliance with project plans and specifications.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) McMahon Contracting/
Mr. Bruce Roebuck Original Signed By
(1) City of Coppell/Mr. Larry Davis
(1) Metroplex Excavation, Inc. James F. Phipps, P.E.
KA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND I~ ~ I-1 I I ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport Parkway Extension
Freeport Parkway, North of Bethel
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 30
5495 Belt Line Road, Suite 360 REPORT DATE: 07-11-01
Dallas, Texas 75240 REG PROJECT NO. 7623
ATTN: Mr. Jeff Langston TECHNICIAN: L. Johnson
PAGE: 1 of 2
CONTRACTOR: McMahon Contracting
Proctor ASTM Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark brown clay 16.5 103.0
2 D-698 Dark brown & yellow clay 18.5 102.0
3 D-698 Yellowish brown sandy clay 12.5 113.0
4 D-698 Brown clay w/traces red sand 15.0 104.0
5 D-698 Dark gray sandy clay 18.5 94.5
6 D-698 Light brown clayey sand 11.5 112.5
7 D-698 Yellow brown clayey sand 12.5 113.0
8 D-698 Dark brown clay (lime-treated) 22.5 93.5
9 D-698 Yellow brown clay (lime-treated) 25.0 95.5
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
817 06-21-01 Site Fill: 850'N, 1150'E(1) 1.9 108.6 15.4 7 96.1
818 Site Fill: 850'N, 1050'E(1) 1.9 109.2 14.1 7 96.6
819 Site Fill: 850'N, 950'E(1) 1.9 108.4 14.6 7 95.9
820 Site Fill: 950'N, 950'E(1) 1.9 108.5 14.1 6 96.4
821 Site Fill: 950'N, 1050'E(1) 1.9 108.8 15.2 7 96.2
822 Site Fill: 950'N, 1150'E(1) 1.9 110.5 14.6 7 97.8
823 Site Fill: 950'N, 850'E(1) 0.9 107.4 15.1 6 95.5
824 Site Fill: 950'N, 750'E(1) 0.9 107.9 14.6 6 95.9
825 Site Fill: 950'N, 650'E(1) 0.9 108.0 14.4 6 96.0
826 Site Fill: 850'N, 650'E(1) 0.9 99.2 19.2 I 96.3
827 Site Fill: 850'N, 750'E(1) 0.9 96.1 19.5 1 96.2
828 Site Fill: 850'N, 850'E(1) 0.9 109.7 15.9 7 97.1
829 06-22-01 Site Fill: 850'N, 1150'E(1) 1.2 108.1 13.4 6 96.1
830 Site Fill: 850'N, 1050'E(1) 1.2 108.7 13.9 6 96.6
831 Site Fill: 850'N, 950'E(1) 1.2 107.6 16.2 7 95.2
832 Site Fill: 850'N, 850'E(1) 0.2 108.1 15.9 7 95.7
833 Site Fill: 975'N, 850'E(1) 0.2 108.6 15.4 7 96.1
834 Site Fill: 975'N, 950'E(1) 1.2 107.8 14.7 6 95.8
835 Site Fill: 975'N, 1050'E(1) 1.2 109.4 13.3 6 97.2
836 Site Fill: 975'N, 1150'E(1) 1.2 110.4 13.8 7 97.7
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 30
REPORT DATE: 07-11-01
REG PROJECT NO. 7623
PAGE: 2 of 2
Depth
Below Field Field
Test Final S.G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
837 06-22-01 Site Fill: 975'N, 750'E(1) 0.2 98.8 20.7 2 96.9
838 Site Fill: 850'N, 750'E(1) 0.2 100.0 20.4 2 98.0
839 Site Fill: 850'N, 650'E(1) 0.2 99.0 20.4 2 97.1
840 Site Fill: 950'N, 650'E(1) 0.2 98.4 21.0 2 96.5
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.W. building corner.
Mail Submitted by:
Distribution: (1) Duke-Weeks Realty Corporation/
Mr. Jeff Langston REED ENGINEERING GROUP, INC.
(1) McMahon Contracting/
Mr. Bruce Roebuck Original Signed By
(1) City of Coppell/Mr. Larry Davis
(1) Metroplex Excavation, Inc. Ronald F. Reed, P.E.
KA/mm