Vista Point II-LR050216GEOTECHNICAL AND J:~ F::J r--I U P
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 Montfor~ Drive, Suite 270
Dallas, Texas 75254
ATTN: Mr. Brandon Perdue
CONTRACTOR: Cadence McShane Corporation
REPORT NO. 69
REPORT DATE: 02-16-05
REG PROJECT NO. 11685
TECHNICIAN: J. Baradziej
PAGE: 1 of 1
Proctor ASTM Optimum Maximum
No. Standard Description Moisture, % 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 day w/trace of gravel 22.2 95.9
5 D-698 Dark brown clay (lime-treated) 22.3 95.5
Test
No. Date
J Depth Field Field
Below
Final S.G. Density Moisture Proctor Compaction
Location (feet) (pcf) (%) ID Level (%)
233 01-27-05 Storm Line B: STA 0+60 1.5 95.0 24.7 1 95.3
234 Storm Line B: STA 0+65 0.8 96.3 23.9 1 96.6
235 Storm Line B: STA 0+70 0.0 95.7 24.4 1 96.0
236 Storm Line B: STA 1+90 1.5 95.6 25.2 1 95.9
237 Storm Line B: STA 1+95 0.8 95.8 24.7 1 96.1
238 Storm Line B: STA 2+00 0.0 94.9 25.8 1 95.2
239 Storm Line B: STA 3+50 1.5 95.3 25.5 1 95.6
240 Storm Line B: STA 3+55 0.8 95.7 24.6 1 96.0
241 Storm Line B: STA 3+60 0.0 95.5 25.1 1 95.8
242 Storm Line B: STA 5+00 1.5 96.1 23.7 1 96.4
243 Storm Line B: STA 5+05 0.8 95.2 24.6 1 95.5
244 Storm Line B: STA 5+10 0.0 95.4 24.2 1 95.7
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.
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
9ubmitted by:
REED ENGINEERING GROUP, LTD.
Odginal Signed By
Keith E. Atkins
Manager, CMT
BW/mg
2424 STUTZ DR." SUITE 400 * DALLAS, TX 75235 ,, TEL [214] 3505600" F^X [214] 3500019