Vista Point II-LR050214 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. 65
REPORT DATE: 02-14-05
REG PROJECT NO. 11685
TECHNICIAN: L. Rivera
PAGE: 1 of 1
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)
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
Test
No. Date Location
228 01-24-05 Water Line: 2'S, 20'E(1)
229 Water Line: 2'S, 21'E(1)
230 Water Line: 2'S, 22'E(1)
231 Water Line: 35'S, 40'W(2)
232 Water Line: 35'S, 41 'W(2)
BelowDepth Field Field
Final S.G. Density Moisture Proctor
(feet) (pcf) (%) ID
3.25 97,4 25.1
1.0 96.6 25.4 1
0.0 100.9 21.5 1
3.0 96.6 24.2 1
2.0 97.6 23.3 1
Compaction
Level (%)
97.7
96.9
101.2
96.9
97.7
Comments: Where tested, materials were in compliance with project specifications.
Footnotes:
(1) Measurements referenced from S.E. corner of Building 2.
(2) Measurements referenced from S.W. corner of Building 3.
Mail
Distribution:
McHale
(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
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith E. Atkins
Manager, CMT
BW/mg
2424STUTZ DR, · SUITE 400 · DALLAS, TX 75235 * TEL [214] 3505600" FAX [214] 3500019