ST9605-LR 980211 (2) GEOTECHNICAL AND I ~i ~:~ r'-I U ~
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Northpointe Drive
Highway 121 to Northpointe Drive
Coppell, Texas
REPORTED TO: Emerson Partners, Inc REPORT NO. 2
10005 Technology Boulevard, West REPORT DATE: 02-11-98
Suite 151 REG PROJECT NO. 4043
Dallas, Texas 75220 TECHNICIAN: S. Hope
ATTN: Mr. Jim McEIroy PAGE: 1 of 1
CONTRACTOR: North Texas Contracting, Inc.
........ N~ ........... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .................................................................................. Mois~t~ei::.:~ ..........
1 D-698 Yellowish brown clay trace gray clay & trace 20.0 96.5
limestone particles
Ne, ................ Dale ............................................. ~mn ...................................................... ~el~ ............................................. ~ .................
I 01-30-98 Sewer Line A: STA 1+75 5.0 93.9 24.5 1 97.3
2 Sewer Line A: STA 2+00 4.0 94.5 24.7 1 97.9
3 Sewer Line A: STA 2+25 3.0 94.5 25.4 1 97.9
4 Sewer Line A: STA 2+75 2.0 95.0 24.1 1 98.4
5 Sewer Line A: STA 3+00 1.0 93.8 25.1 1 97.2
6 Lateral A2, STA 0+20 5.0 92.5 26.1 1 95.9
7 Lateral A2, STA 0+20 4.0 92.2 24.9 1 95.5
8 Lateral A4, STA 0+20 3.0 91.9 25.6 1 95.2
9 Lateral A4, STA 0+20 2.0 93.8 25.1 I 97.2
10 Lateral A2, STA 0+15 1.0 93.0 25.9 1 96.4
11 Sewer Line A: STA 4+50 5.0 92.3 26.5 1 95.6
12 Sewer Line A: STA 4+60 4.0 92.0 27.5 1 95.3
13 Sewer Line A: STA 4+80 3.0 92.0 27.0 1 95.3
14 Sewer Line A: STA 5+00 2.0 91.7 27.1 1 95.0
15 Sewer Line A: STA 5+50 1.0 91.8 27.3 1 95.0
Comments: Where tested, materials were in compliance with project.
Distribution: (1) Emerson Partners, Inc./ Submitted by:
Mr. Jim McEIroy
(1) Rust, Inc./Mr. Andre P. Taylor REED ENGINEERING GROUP, INC.
(1) North Texas Contracting, Inc.
Mr. Robert Farrow Original Signed By
(1) City of Coppell/Mr. Larry Davis
Ronald F. Reed, P.E.
AE/rls
2424 STUTZ DR. , SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019