Freeport NIP(7.4)-LR000606 (2) GEOTECHNICAL AND I I:~ I=1 C:i U I~
ENVIRONMENTAL CONSULTANTS j
REPORT OF FIELD DENSITY TESTS
Freeport VI
Royal Lane and Creekview
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 36
5495 Beltline Road, Suite 360 REPORT DATE: 06-06-00
Dallas, Texas 75240 REG PROJECT NO. 6542
ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion
PAGE: 1 of 1
CONTRACTOR: Hill & Wilkinson, Inc.
No. Standard Description Moisture, % Density, PCF
1 D-698 Brown clay w/trace gray clay 22,5 98.0
2 D-698 Olive brown clay w/calcareous nodules 23.5 94.0
3 D-698 Light reddish brown clay 21.0 99.0
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
343 05-24-00 Paving: 40'N,10'W(1) 0.0 94.9 25.8 2 101.0
344 Paving: 50'N,50'W(1 ) 0.0 95.7 24.4 2 101.8
345 Paving: 75'N,75'W(1 ) 0.0 98.4 22.7 5 101.4
346 Paving: 20'N,40'E(2) 0.0 99.0 21.5 5 102.1
347 Paving: 50'N,90'E(2) 0.0 98.4 22.7 5 101.4
348 Paving: 75'N,150'E(2) 0.0 98.0 24.2 5 101.0
349 Approach Main: 10'N,10'W(3) 0.0 96.3 25.0 2 102.4
350 Approach Main: 30'N,50'W(3) 0.0 95.7 25.8 2 101.8
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E. building corner.
(2) Measurements referenced from N.W. building corner.
(3) Measurements referenced from N.E. corner of approach.
Distribution: (1) Duke-Weeks Realty Corporation/ Submitted by:
Mr. Paul Brown
(1) Hardy McCullah/MLM Architects/ REED ENGINEERING GROUP, INC.
Mr. Norman Coates
(1) TMBP - Consulting Engineers/ Odginal Signed By
Mr. Frank Merritt
(1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E.
(1) Hill & Wilkinson, Inc./Mr. Steve Camp BW/cg
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis
2424 STUTZ DR. ,, SUITE 400 ,, DALLAS. TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019