Vistas of C P3-LR 990326FUGRO SOUTH, INC.
t>iR0
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301: Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Centex Homes
REPORT DATE: March 26, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas
PROJECT NO.:
0781 -2276
Page 1
DATE. PERFORMED: March 22,1999
Density Test Method:
ASTM D -2922 & 3017
Method of Compaction:
ASTM D-698
MOISTURE/DENSITY RELATIONS
Material
Proctor Results
Number
Description
Maximum Dry Density (pct) Optimum
Moisture (%)
1
Medium brown sand clay (lime treated)
103.3
19.3
2
Dark brown clay (lime treated)
97.6
23.3
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
191
1
Lime treated subgrade, Lyndsie Drive,
105.1
20.9
101.7
east bound lane, Station 1+44, final
192
1
Lime treated subgrade, Lyndsie Drive,
103.7
20.2
100.4
west bound lane, Station 4 +50, final
193
2
Lime treated subgrade, Lyndsie Drive,
93.9
25.1
96.1
centerline of lane, Station 7 +50, final
194
2
Lime treated subgrade, Lyndsie Drive,
97.6
23.1
100.0
west bound lane, Station 10 +50, final
195
1
Lime treated subgrade, Lyndsie Drive,
101.7
20.9
98.5
centerline of lane, Station 13 +50, final
196
2
Lime treated subgrade, Park Highlands
95.0
22.8
97.3
Drive, south bound lane, Station 1+39,
final
197
2
Lime treated subgrade, Park Highlands
92.8
23.0
95.1
Drive, north bound lane, Station 4 +50,
final
198
2
Lime treated subgrade, Park Highlands
97.5
23.7
99.9
Drive, south bound lane, Station 7 +50,
final
199
2
Lime treated subgrade, Park Highlands
96.9
22.8
99.3
Court, centerline cul-de -sac, Station 1 +50,
final
200
2
Lime treated subgrade, Alleyway C,
97.6
22.4
100.0
centerline, Station 1 +50, final
201
2
Lime treated subgrade, Alleyway C, north
93.9
24.1
96.2
bound, Station 4 +50, final
FUGRO SOUTH, INC. Una
2880 Virgo lane; Dallas, Texas 75229
Ph (972) 484 -8301: Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT:
Centex Homes
REPORT DATE:
March 26 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas
PROJECT NO.: 0781 -2276
Page 2
DATE PERFORMED: II lmh = 1999-
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
202
2
Lime treated subgrade, Alleyway C, east
98.4
23.0
100.8
bound, Station 7 +50, final
203
1
Lime treated subgrade, Alleyway C, south
103.2
20.1
100.0
bound, Station 10 +50, final
204
2
Lime treated subgrade, Spring Hill Drive,
93.2
22.7
95.8
centerline, Station 1+50, final
205
2
Lime treated subgrade, Spring Hill Drive,
94.2
22.8
96.8
centerline, Station 4 +50, final
206
2
Lime treated subgrade, Spring Hill Drive,
95.6
22.8
98.2
east bound, Station 7 +50, final
207
2
Lime treated subgrade, Alleyway B, north
95.0
22.5
97.6
bound lane, Station 1+50, final
208
2
Lime treated subgrade, Alleyway B,
93.1
22.7
95.7
centerline, Station 4+00, final
209
1
Lime treated subgrade, Alleyway A, east
102.5
17.9
99.2
bound lane, Station 1 +00, final
210
2
Lime treated subgrade, Alleyway A, west
93.4
21.7
96.0
bound lane, Station 3 +50, final
Remarks:
All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro South Technician
FUGRO SOUTH INC.
Reviewed by: �• ' 7'�"'`�'
SMHIem
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Giico Contracting
:fu ano
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: March 26, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project NO.: 0781 -2276
SAMPLE DATE: February 25, 1999 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM c- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Technician: Jose Rivera
Humphrey & Morton
169645 CONCRETE SUPPLIER: Pioneer
PLANT/TRUCK: 271758
MIX ID NUMBER: 9339
AIR ( %) ( ASTM C -231) :
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Inlets walls at Park Highlands Drive, station 2 +00 and station 2 +50
FUGRO SOUTH INC.
Reviewed By:
SMH /rrn
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
REMARKS: Cylinders cast by Contractor. All information except test data tumisnea Dy k.onirac►vi ai lu 00oul I
to be correct.