Reserve-LR000111 F;I E E ri E I'-I r-4-- I I'--I E E R I r-i i:~
GEOTECHNICAL AND I ~ F:;J I--1 U ~
ENVIRONMENTAL CONSULTANTS J
REPORT OF FIELD DENSITY TESTS
The Reserve
Bethel Road, East of Park
Coppell, Texas
REPORTED TO: Papagolos Development Company REPORT NO. 5
5225 Village Creek Dr. Suite 300 REPORT DATE: 01-11-00
Piano, Texas 75093 REG PROJECT NO. 6237
ATTN: Mr. John Papagolos TECHNICIAN: G. Ortiz
PAGE: 1 of 1
CONTRACTOR: C.W. Young
No. ~:~tandard .: DescriptiOn JMoistUr~i::'%J Density, PC~=
1 D-698 Olive brown silty clay 14.0 105.5
2 D-698 Light brown clayey sand 10.5 117.5
3 D-698 Yellowish brown sandy clay 16.0 107.0
Depth "
Below . Field Field
Test :.....Final S.G.' Density..Moisture Proctor Compaction.
No. Date Location (feet) (pcf) (%) ID Level (%)" '
13 12-22-99 Waterline B STA 1+00(1) 3.0 102.2 18.5 3 95.5
14 Waterline B STA 1+00(1) 2.0 103.4 17.0 3 96.6
15 Waterline B STA 1+00(1) 1.0 100.1 13.1 3 93.5 *
16 Waterline A STA 1+50(1) 2.0 104.5 10.8 I 99.0
17 Waterline A STA 1+50(1) 1.0 102.9 17.4 3 96.1
18 Waterline A STA 3+20(1 ) 3.0 98.8 11.4 3 92.3 *
19 Waterline A STA 3+20(1) 2.0 99.7 12.7 3 93.1 *
20 Waterline A STA 4+60(1 ) 3.0 98.5 13.5 3 93.3 *
21 Waterline C STA 1 +80(1 ) 3.0 97.1 14.9 3 92.0 *
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise. * Indicates failing tests not retested as of this report.
Footnote: (1) Waterline referenced from adjacent sanitary sewer.
Distribution: (1) Papagolos Development Company Submitted by: Mr. John Papagolos
(1) City of Coppell/Mr. Larry Davis REED ENGINEERING GROUP, INC.
(1) C.W. Young/Mr. Lloyd VanGilder
Original Signed By
Ronald F. Reed, P.E.
JP/cav
2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 ,, TEL r. 214] 350 5600 · FAX [214] 350 0019