Freeport NIP(7.4)-LR000622 GEOTECHNICAL AND G F::I I'-'1 I I p
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport VI
Royal Lane and Creekview
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 57
5495 Beltline Road, Suite 360 REPORT DATE: 06-22-00
Dallas, Texas 75240 REG PROJECT NO. 6542
ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion
PAGE: 1 of 2
CONTRACTOR: Hill & Wilkinson, Inc.
Proctor ASTMI Optimum I Maximum
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
4 D-698 Reddish brown clay w/calcareous nodules 22.0 101.5
5 D-698 Light olive brown clay 22.0 97.0
6 D-698 Reddish brown clay w/trace of limestone 17.5 106.5
fragments
7 D-698 Yellowish brown clay (lime-treated) 18.0 101.5
8 D-698 Light brown clay (lime-treated) 20.5 98.0
9 D-698 Dark gray clay (lime-treated) 17.0 101.5
10 D-698 Reddish brown clay (lime-treated) 17.0 103.5
11 D-698 Brown clay (lime-treated) 15.5 105.5
12 D-698 Cement treated base 10.0 126.5
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
512 05-18-00 Storm Line: STA 5+50 10.0 94.3 23.8 5 97.2
513 Storm Line: STA 5+60 9.0 93.9 24.2 5 96.8
514 Storm Line: STA 5+50 8.0 95.3 23.0 5 98.2
515 Storm Line: STA 5+60 7.0 93.1 24.6 5 96.0
516 Storm Line: STA 5+50 6.0 92.2 25.5 2 98.1
517 Storm Line: STA 5+60 5.0 91.2 26.0 2 97.0
518 Storm Line: STA 5+50 4.0 91.5 25.7 2 97.3
519 Storm Line: STA 5+60 3.0 91.0 26.2 2 96.8
520 Storm Line: STA 5+50 2.0 90.2 26.6 2 96.0
521 Storm Line: STA 5+60 1.0 90.5 26.0 2 96.3
522 Storm Line: STA 5+50 0.0 92.1 25.3 2 98.0
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
REPORT NO. 57
REPORT DATE: 06-22-00
REG PROJECT NO. 6542
PAGE: 2 of 2
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%7
523 05-18-00 Storm Line Tie-In: 30'S,l'E(1) 0.0 125.8 10.4 12 99.4
524 Storm Line Tie-In: 30'S,5'E(1) 0.0 127.2 11.7 12 100.6
525 Storm Line Tie-In: 30'S,12'E(1) 0.0 127.0 10.8 12 100.4
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from S.W corner of Royal and Crestview.
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/ Original Signed By
Mr. Frank Merritt
(1) Pacheco Koch/Mr. Jim Koch Ronald F. Reed, P.E.
(1) Hill & Wilkinson, Inc./Mr. Steve Camp KNcg
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis