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ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Vista Point II, Phase I
Highway 121 and MacArthur Boulevard
Coppell, Texas
REPORTED TO: Cadence McShane, Corporation
14860 Montfort Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane, Corporation
REPORT NO. 6
REPORT DATE: 11-11-04
REG PROJECT NO. 11685
TECHNICIAN: R. Whitaker
PAGE: 1 of 1
Proctor ASTM
No. Standard Description
Optimum Maximum
Mo sture, % Density, PCF
21.2 99.7
16.3 107.3
1 D-698 Dark brown clay
2 D-698 Brown day w/gravel
Test
No. Date
Location
48 10-13-04 West Building: 40'S, 60'W(1)
49 West Building: 40'S, 90'W(1)
50 West Building: 20'S, 30'W(1)
51 West Building: 60'S, 80'E(2)
52 West Building: 40'S, 100'E(2)
53 West Building: 20'S, 130'E(2)
54 Paving: 20'N, 100'E(2)
55 Paving: 15'N, 30'E(2)
56 Paving: 15'N, 100'E(2)
Depth Field Field
Below
Final S. Density Moisture
G. (feet) (pcf) (%)
0.5 104.9 18.6
0.5 101.1 19.2
0.5 100.7 18.3
0.5 99.0 20.7
0.5 99.8 19.1
0.5 100.6 18.7
0.0 96.2 23.4
0.0 95.3 24.9
0.0 97.0 23.0
Proctor Compaction
ID Level (%)
2 97.8
2 94.2
2 93.8
2 92.3
2 93.0
2 93.8
96.5
95.6
97.3
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. of West bldg corner.
Mail
Distribution: (1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
AE/cdl
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · F^X [214] 3500019