Vista Point II-LR050311GEOTECHNiCALAND ~ F=I O i I p
ENVI~.ON~IENTAL 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
Proctor ASTM
No. Standard
1 D-698
2 D-698
3 D-698
4 D-698
5 D-698
rest
No.
259
260
261
262
263
264
265
266
267
268
269
Description
Dark brown clay
Brown clay w/gravel
Dark brown silty clay
Dark brown clay w/trace of gravel
Dark brown clay (lime-treated)
REPORT NO. 80
REPORT DATE: 03-11-05
REG PROJECT NO. 11685
TECHNICIANS: R. Whitaker &
J. Baradziej
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
Date Location
02-28-05
03-01-05
03-02-05
Fire Lane: 35'N, 220'W(1)
Fire Lane: 35'N, 100'W(1)
Fire Lane: 40'N, 20'E(1)
Water Line: 40'N, 20'W(1)
Water Line: 60'N, 30'W(2)
Fire Lane: 60'N, 40'W(2)
Fire Lane: 40'N, 20'E(1)
Fire Lane: 35'N, 100'W(1)
Fire Lane: 35'N, 220'W(1)
Fire Lane: 50'N, 50'E(1)
Fire Lane: 60'N, 200'W(1)
Depth FieldProctor Compaction
Below Field
Final S.G. Density Moisture
(feet) (pcf) (%) ID Leve (%)
0.0 97.6 23.8 1 90.1(a)
0.0 96.0 25.0 1 89.5(b)
0.0 95.1 26.3 1 88.6(c)
0.0 95.4 24.1 1 95.7
0.0 96.6 23.7 1 96.9
0.0 105.0 19.2 2 97.9
0.0 96.6 24.2 1 96.9(C)
0.0 103.0 20.8 2 96.0(B)
0.0 95.2 24.9 1 95.5(A)
0.0 97.4 23.2 1 97.7
0.0 104.8 18.6 2 97.7
Comments: Where tested, materials were in compliance with project specifications, unless noted
otherwise. Failing test noted in lower case letter, passing retest noted in corresponding
upper case letter.
Footnotes: (1) Measurements referenced from N.E. corner of Building 1.
(2) Measurements referenced from N.E. corner of Building 2.
Mail
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/mg
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