Vistas of C P2-LR 961231FUGRO-McCLELLAND (SOUTHWEST), INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Centex Homes REPORT DATE: December 31, 1996
PROJECT: Vistas of coppell 2A, Coppell, Texas PROJECT NO: 0761-2148
Contractors on Site: Gilco Contracting Inc.
Remarks: Pulverization/Gradation tests were performed. Locations and results are listed below:
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
Percent Passing Percent Passing
Location 1 3/4" Sieve ~ Sieve
I Crestwood Drive, station 3+00 100 69
2 Crestwood Ddve, station 6+00 100 73
Project Requirements: Minimum 100% Minimum 60%
SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve
SDHPT Item 260.4 (1982) 3/4" Sieve
Jason Brimingham
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH/br
Distribution: Centex Homes - Derek Earle
Gilco Contracting Inc. - Dale Gilreath
City of Coppell - Garreth Campbell
FUGRO-McCLELLAND (SOUTHWEST), INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (214)484-8301; Fax (214) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Centex Homes REPORT DATE: December 31, 1996
PROJECT: Vistas of Coppell 2A, Coppell, Texas PROJECT NO: 0761-2148
METHOD OF TEST: ASTM D-698A
SAMPLE IDENTIFICATION:
Sample Description: Brown and dark brown sandy clay (Lime treated)
Sample Origin: On site
MOiSTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 95.9
Optimum Moisture Content (%): 24.9
ATTERBERG LIMITS:
Liquid Limit: 38
Plastic Limit: 30
Plasticity Index: 8
GRAIN SIZE:
Percent Passing (-200) Sieve: n/a
Jason Brimingham
Fugro-McClelland Technician
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by:/'
SMH/br
Distribution: Centex Homes - Derek Earle
Gilco Contracting Inc. - Dale Gilreath
City of Coppell - Garreth Campbell
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214)484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: December 31, 1996
PROJECT: Vistas of Coppell 2A, Coppell, Texas PROJECT NO.: 0761-2148
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf} Optimum Moisture (%)
1 Brown and dark brown sandy clay (lime treated) 95.9 24.9
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
36 1 Creekside Drive, station 3+00, final 86.5 24.3* 90.2**
37 1 Creekside Drive, station 5+75, final 87.2 23.5* 90.9**
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specification for percent maximum dry density.
Hal Patterson
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: ~--
SMH/br
Distribution: Centex Homes - Derek Earle
Gilco Contracting Inc. - Dale Gilreath
City of Coppell - Garreth Campbell
FUGRO-McCLELLAND (SOUTHWEST), INC. l
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: December 31, 1996
PROJECT: Vistas of Coppell 2A, Coppell, Texas PROJECT NO.: 0761-2148
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Brown and dark brown sandy clay (lime treated) 95.9 24.9
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
38 I Retest of #36, dated 12/26/96 86.6 25.9 90.3**
39 I Retest of#37, dated 12/26/96 87.4 25.5 91.1.*
Remarks: ** Does not meet project specification for percent maximum dry density.
Bob Shea
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: -~''- ~/
SMH/br
Distribution: Centex Homes - Derek Earle
Gilco Contracting Inc. - Dale Gilreath
City of Coppell - Garreth Campbell
FUGRO-McCLELLAND (SOUTHWEST), INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7328
01-73-97 A09:55 I~
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Centex Homes REPORT DATE: December 31, 1996
PROJECT: Vistas of Coppell 2A, Coppell, Texas PROJECT NO: 0761-2148
METHOD OF TEST: ASTM D-698A
SAMPLE IDENTIFICATION:
Sample Description: Brown and dark brown sandy clay (Lime treated)
Sample Origin: On site, station 3+00 and 5+75
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 98.6
Optimum Moisture Content (%): 22.0
ATTERBERG LIMITS:
Liquid Limit: 39
Plastic Limit: 17
Plasticity Index: 22
GRAIN SIZE:
Percent Passing (-200) Sieve: n/a
Bob Shea
Fugro-McClelland Technician
FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: c"~/--~'
SMH/br
Distribution: Centex Homes - Derek Earle
Gilco Contracting Inc. - Dale Gilreath
City of Coppell - Garreth Campbell.'
FUGRO-McCLELLAND (SOUTHWEST), INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (214)484-8301; Fax (214)620-7328
FIELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: December 31, 1996
PROJECT: Vistas of coppell 2A, Coppell, Texas PROJECT NO.: 0761-2148
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
1 Brown and dark brown sandy clay (lime treated) 98.6 22.0
2 Brown and dark brown sandy clay (lime treated) 95.9 24.9
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
40 I Retest of #39, dated 12/27/96 96.4 22.1 97.7
41 2 Retest of #38, dated 12/27/96 91.1 25.2 95
Remarks: All densities meet project specifications unless otherwise noted.
Bob Shea
Fugro-McClelland Technician FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked by: ~
SMH/br
Distribution: Centex Homes - Derek Earle
Gilco Contracting Inc. - Dale Gilreath
City of Coppell - Garreth Campbell