Coppell Comm 1R3-LR040612GEOTECHNICAL AND ~ F~I r--i U F~
ENVIRONI'4ENTAL CONSULTANTS
REPORTED TO: Hay & Jones
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Brett Ratliff
REPORT OF FIELD DENSITY TESTS
Royal Park
Freeport Parkway and Burns Street
Coppell, Texas
REPORT NO. 22
REPORT DATE: 06-10-04
REG PROJECT NO. 11150
TECHNICIAN: M. Lawson
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller
Proctor ASTM
No. Standard
1 D-698
2 D-698
3 D-698
Test
No. Date
59
60
61
62
63
64
65
66
67
68
69
70
71
72
Description
Dark gray sandy clay 24.3 96.3
Light brown & dark gray clay w/gravel & 22.3 99.1
trace yellowish brown clay
Dark gray & reddish brown clay 19.4 102.3
Location
Optimum Maximum
Mo sture, % Density, PCF
Depth
Below I Field Field
Final S. G. Density Moisture
(feet) (pcf) (%)
Proctor Compaction
ID Level (%)
05-19-04 Water Line: 20'$, 58'E(1) 1.0 96.4 24.9 2 97.3
Water Line: 25'S, 58'E(1) 0.0 95.1 26.2 2 96.0
Water Line: 110'S, 58'E(1 ) 1.0 95.9 26.0 2 96.8
Water Line: 115'S, 58'E(1) 0.0 04.8 25.3 2 95.7
Storm Line C: 40'N, 230'E(1 ) 1.0 96.1 25.8 2 97.0
Storm Line C: 40'N, 230'E(1 ) 0.0 95.8 24.5 2 96.7
Water Line: 40'S, 30'W(2) 1.0 95.9 25.4 2 96.8
Water Line: 40'S, 30'W(2) 0.0 96.3 26.2 2 97.2
Water Line: 140'S, 30'W(2) 1.0 94.5 28.3 2 95.4
Water Line: 140'S, 30'W(2) 0.0 94.1 28.9 2 95.0
Water Line: 240'S, 30'W(2) 1.0 95.9 24.7 2 96.8
Water Line: 240'S, 30'W(2) 0.0 96.5 23.5 2 97.4
Storm Line A: 100'S, 45'W(2) 0.0 95.0 24.0 2 95.8
Storm Line A: 105'S, 45'W(2) 0.0 94.7 25.2 2 95.6
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.E. building corner.
(2) Measurements referenced from N.W. building corner.
Mail Submitted by:
Distribution: (1) Pritchard Associates/Mr. Brett Ratliff (1) McFadden & Miller/Mr, Jon Jacobson
(1) Azimuth Architecture/Mr. John Taylor
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/cn