Freeport NIP(7.2)-LR000731 GEOTECHNICALAND ] ~ ~ r--I U ~
ENVIRONMENTAL CONSULTANTS
I
REPORT OF FIELD DENSITY TESTS
Freeport V
Royal Lane and Creekview
Coppell, Texas
REPORTED TO: Duke-Weeks Realty Corporation REPORT NO. 30
5495 Beltline Road, Suite 360 REPORT DATE: 07-31-00
Dallas, Texas 75240 REG PROJECT NO. 6591
ATTN: Mr. Paul Brown TECHNICIAN: R. Bullion
PAGE: 1 of 2
CONTRACTOR: Hill & Wilkinson, Inc.
Proctor ASTM I Optimum Maximum
No. Standard Description IMoisture, % Density, PCF
I 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
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
177 07-13-00 Paving: 30'S,20'E(1) 2.0 95.4 23.8 5 98.3
178 Paving: 60'S,40'E(1 ) 2.0 94.6 24.2 5 97.5
179 Paving: 110'S,25'E(1) 2.0 95.8 22.5 5 98.8
180 Water Line E to W: STA 0+50 2.0 95.1 24.3 1 97.0
181 Water Line E to W: STA 0+50 1.0 95.8 23.8 1 97.8
182 Water Line E to W: STA 0+50 0.0 94.9 24.9 1 96.8
183 Paving: 20'S,30'W(1 ) 1.0 95.5 24.2 5 98.5
184 Paving: 50'S,50'W(1 ) 1.0 94.8 25.5 5 97.7
185 Paving: 100'$,75'W(1 ) 1.0 95.4 24.9 5 98.3
186 07-14-00 Paving: 100'$,100'E(1) 1.0 95.8 24.2 5 98.8
187 Paving: 150'S, 100'E(1 ) 1.0 94.9 25.6 5 97.8
188 Paving: 50'S,100'E(1) 1.0 95.4 24.8 5 98.3
189 Water Line E to W: 1 +75 2.0 96.2 24.2 3 97.2
190 Water Line E to W: 1 +75 1.0 95.8 25.6 3 96.8
191 Water Line E to W: 1+75 0.0 97.0 23.8 3 98.0
192 Storm Line: 1+50 10.0 91.2 25.8 2 97.0
193 Storm Line: 1 +60 9.0 91.0 26.2 2 96.8
194 Storm Line: 1+50 8.0 91.9 25.0 2 97.8
195 Storm Line: 1 +60 7.0 91.2 25.4 2 97.0
196 Storm Line: 1 +50 6.0 90.2 26.0 2 96.0
197 Storm Line: 1 +60 5.0 97.4 24.2 3 98.4
198 Storm Line: 1+50 4.0 96.2 25.3 3 97.2
199 Storm Line: 1 +60 3.0 95.5 24.0 3 96.5
200 Storm Line: 1+50 2.0 92.5 24.8 2 98.4
2424 STUTZ DR. ,, SUITE 400 ,, DALLAS, TX 75235 · TEL [214] 350 5600" FAX [214] 350 0019
REPORT NO. 30
REPORT DATE: 07-31-00
REG PROJECT NO. 6591
PAGE: 2 of 2
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID Level (%)
201 07-15-00 Storm Line: 1+60 1.0 91.4 25.7 2 97.2
202 Storm Line: 1+50 0.0 91.9 25.0 2 97.8
203 Water Line E to W: STA 3+50 2.0 92.3 24.6 2 98.2
204 Water Line E to W: STA 3+50 1.0 90.8 25.2 2 96.6
205 Water Line E to W: STA 3+50 0.0 92.9 24.0 2 98.8
206 Water Line E to W: STA 5+00 2.0 90.4 25.5 2 96.2
207 Water Line E to W: STA 5+00 1.0 91.9 24.1 2 97.7
208 Water Line E to W: STA 5+00 0.0 92.5 23.6 2 98.4
Comments: Where tested, materials were in compliance with project specifications.
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 BW/mm
(1) City of Coppell/Mr. Lee Stone or
Mr. Larry Davis