Vista Point II-LR050228 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
Proctor ASTM
No. Standard
1 D-698
2 D~698
3 D-698
4 D-698
5 D-698
Description
Dark brown clay
Brown clay w/gravel
Dark brown silty clay
Dark brown clay w/trace of gravel
Dark brown clay (lime-treated)
Test
No.
Date
Location
REPORT NO. 75
REPORT DATE: 02-28-05
REG PROJECT NO. 11685
TECHNICIAN: M. Silva &
B. Febinger
PAGE: 1 of 1
Optimum Maximum
Moisture, % Density, PCF
21.2 99.7
16.3 107.3
20.0 100.4
22.2 95.9
22.3 95.5
Proctor Compaction
ID Level (%)
Depth
Below I Field Field
Final S.G. Density Moisture
(feet) (pcf) ("/o)
245
246
247
248
249
250
251
252
253
254
02-11-05
Storm Line C: STA 1 +89 1.0 94.9 24.2 1
Storm Line C: STA 3+39 1.0 97.5 21.8 1
Storm Line C: STA 4+89 1.0 95.3 23.6 1
Storm Line C: STA 6+39 1.0 96.2 22.2 1
Paving: 75'N, 40'W(1) 1.0 101.4 21.1 1
Paving: 75'N, 70E(1) 1.0 105.0 21.3 1
Paving: 75'N, 50'W(2) 2.0 102.7 21.4 1
Paving: 80'N, 50'W(2) 1.0 103.4 22.0 1
Paving: 75'N, 30'E(2) 2.0 104.2 22.5 1
Paving: 85'N, 25'E(2) 1.0 100.3 22.6 1
95.1
97.7
95,5
96.4
94.5
97.9
95.7
96.4
97.1
93.5
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.W. corner of Building 2.
(2) Measurements referenced from N. E. corner of Building 2.
Mai
Distribution:
(1) Cadence McShane, Corporation/
Mr. Brandon Perdue
(1) Jackson-Shaw Company/
Mr. Christopher Gardner
(1) City of Coppell/Ms. Beverly Hurtsman
(1) Good Fulton Farrell/Mr. Rick Myers
(1) McHale Engineering/
Mr. Gary McHale
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/rs
2424STUTZ DR. * SUITE 400 * DALLAS, TX 75235 · TEL [214] 3505600 · FAX [214] 3500019