Park West CC(17)-LR001106 GEOTECHNICAL AND G R r-'l U F~
ENVIRONMENTAL CONSULTANTSi
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Pritchard Associates REPORT NO. 40
2501 State Street REPORT DATE: 11-06-00
Dallas, Texas 75201 REG PROJECT NO. 4771
A'I'TN: Ms. Ashley Parkinson TECHNICIAN: M. Silva
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller, Inc.
Proctor[ ASTM I Optimum Maximum
No. Standard Description Moisture, % Density, PCF
1 D-698 Dark grayish brown clay (lime-treated) 22.5 94.5
lA D-698 Dark brown clay 24.0 93.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
68 10-10-00 Leave-out: 300'N, 1'E(1) 0.0 77.1 33.3 lA 82.3(*)
69 Leave-out: 450'N, 1'E(1) 0.0 80.3 28.9 lA 85.8(*)
70 Leave-out: 575'N, 150'E(1) 0.0 81.9 23.4 1 86.6(*)
71 10-12-00 Leave-out: 90'S, 1'E(2) 0.0 83.2 30.1 1 88.0(*)
72 Leave-out: 90'S, 1'W(3) 2.0 89.7 28.3 lA 95.9
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise.
Note: (,) Indicates failing test, not retested as of this report.
Footnotes: (1) Measurements referenced from S.W. corner of building.
(2) Measurements referenced from N.W corner of building.
(3) Measurements referenced from N.E. corner of building.
Distribution: (1) Pritchard Associates/ Submitted by:
Ms. Ashley Parkinson
(1) O'Brien & Associates/ REED ENGINEERING GROUP, INC.
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie Original Signed By
(1) McFadden & Milled
Mr. Jon Jacobson Ronald F. Reed, P.E.
(1) Halff Associates/Mr. Dave Littleton TB/myw
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone ~,
2424 STUTZ DR. ,, SUITE 400 · DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICALAND . G J~J J~] I I ~
ENVIRONHENTAL CONSULTANTS :
REPORT OF FIELD DENSITY TESTS
Parkwest Commerce Center - Building 3
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO: Pritchard Associates REPORT NO. 45
2501 State Street REPORT DATE: 11-06-00
Dallas, Texas 7520'1 REG PROJECT NO. 477'1
ATTN: Ms. Ashley Parkinson TECHNICIAN: R. Estep
PAGE: '1 of 1
CONTRACTOR: McFadden & Miller, Inc.
Proctor ASTM J Optimum Maximum
No. Standard Description I Moisture, % Density, PCF
1 D-698 Dark grayish brown clay (lime-treated) 22.5 94.5
lA D-698 Dark brown clay 24.0 93.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
76 10-26-00 Leave-out: 90'S, 1'E(1) 0.0 82.4 27.7 1 97.5(.)
77 Leave-out: 300'N,1'E(2) 0.0 81.7 25.3 1 96.6 (.)
78 Leave-out: 450'N,1'E(2) 0.0 81.4 27.9 1 96.3 (.)
79 Leave-out: 575'N,150'E(2) 0.0 81.9 27.4 1 96.9 (,)
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise.
(*) Passing retest from October 10, 2000, Report No. 40.
Footnote: (1) Measurements referenced from N.W. corner of building.
(2) Measurements referenced from S.W. corner of building.
Distribution: (1) Pritchard Associates/ Submitted by:
Ms. Ashley Parkinson
(1) O'Brien & Associates/ REED ENGINEERING GROUP, INC.
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie Original Signed By
(1) McFadden & Miller/
Mr. Jon Jacobson Ronald F. Reed, P.E.
(1) Halff Associates/Mr. Dave Littleton BW/mm
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
2424 STUTZ DR. ,, SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · "~,X [214] 350 0019