YMCA-LR020321REPORT OF FIELD DENSITY TESTS
Coppell YMCA
146 Town Center Boulevard
Coppell, Texas
REPORTED TO: YMCA of Metropolitan Dallas
601 Akard Street
Dallas, Texas 75201
ATTN: Mr. Todd Baker
CONTRACTOR: Hill & Wilkinson
Proctor ASTM
No. Standard Description
D-698 Reddish brown clayey sand "select" fill
REPORT NO. 42
REPORT DATE: 03-21-02
REG PROJECT NO. 8524
TECHNICIAN: M. Silva
PAGE: 1 of 1
Optimum Maximum
Mo sture, % Density, PCF
13.0 116.0
2 D-698
3 D-698
4 D-698
5 D-698
6 D-698
Reddish brown clayey sand
Yellowish brown sandy clay
Brown sandy clay
Dark brown sandy clay
Light brown sandy clay w/gravel
15.0 112.5
15.0 110.5
15.0 110.0
19.5 101.5
14.5 110.5
Test I Depth
Below Field
Final S.G. Density
No. Date Location (feet) (pcf)
30 03-06-02 Leave-out: Line A/1.5 0.0 112.5
31 Leave-out: Line, B.5/1 0.0 110.3
32 Leave-out: Line, D.5/1 0.0 111.0
33 Leave-out: Line, E/1 0.0 113.7
Field
Moisture Proctor
(%) ID
14.5 1
15.0 1
14.8 1
190 1
Compaction
Level (%)
96.9
95.0
95.6
98.6
Comments: Where tested, materials were in compliance with project specifications.
Mail
Distribution: (1) YMCA of Metropolitan Dallas/
Mr. Todd Baker
(1) YMCA of Metropolitan Dallas/
Mr. Curt Hazelbaker
(1) City of Coppell/Mr. Kenneth Griffen
(1) Good Fulton & Farrell/
Mr. Scott Wegener
(1) Hill & Wilkinson/Mr. Lanny Huggins
(1) Dowdey Anderson & Associates/
Mr. Bill Anderson
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, C.MT.
BW/myw
2424 STUTZ DR · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019