Vista Point II-LR050303 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. 77
REPORT DATE: 03-03-05
REG PROJECT NO. 11685
TECHNICIAN: R. Whitaker
PAGE: 1 of 1
Proctor ASTM Optimum Maximum
No. Standard Description Mo sture, % Density, PCF
1 D-698 Dark brown clay 21.2 99.7
2 D-698 Brown clay w/gravel 16.3 107.3
3 D-698 Dark brown silty clay 20.0 100.4
4 D-698 Dark brown clay w/trace of gravel 22.2 95.9
5 D-698 Dark brown cia}' (lime-treated) 22.3 95.5
Below J Field J Field
Final S.G. Densityl Moisture Proctor Compaction
No. Date Location (feet) (pcf) (%) ID ~ Level (%)
255 02-16-05 Borrow Pit: 6'N, 231'E(1) 1.0 96.7 24.0 1 97.0
256 Borrow Pit: 6'N, 270'E(1 ) 1.0 96.6 23.9 1 96.9
257 Borrow Pit: 6'N, 330'E(1 ) 1.0 94.9 24.2 1 95.2
258 02-17-05 Borrow Pit: 5'N, 240'E(1) 0.5 105.2 17.9 2 98.1
Comments: Where tested, materials were in compliance with project specifications.
Footnote: (1) Measurements referenced from N.E. corner south building.
Mail
Distribution: (1)
(1)
(1)
(1)
Cadence McShane, Corporation/
Mr. Brandon Perdue
Jackson-Shaw Company/
Mr. Christopher Gardner
City of Coppell/Ms. Beverly Hudsman
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
AE/cn
2424STUTZ DR, .. SUITE 400 .. DALLAS, TX 75235 .. TEL [214] 3505600 .. F^X [214] 3500019