SC-Coppell HS-LR 990805FUGRO SOUTH, INC. ~i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Copl~l lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: August 4, 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 (pcf} Optimum Moisture (%)
1 Medium brown silty sandy clay with gravel 91.7 25.7
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
11 1 8 inch sanitary sewer, Line A, station 92.2 26.7 100.5
0+70, 4 feet below grade
12 1 8 inch sanitary sewer, Line A, station 91.0 26.5 99.2
0+70, 2 feet below grade
13 1 8 inch sanitary sewer, Line A, station 89.8 27.1 97.9
0+70, final
Remarks: Densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~ // _
SMH/bg
Distribution: DaI-Mac Construction - Jason/~illard
City of Coppell - Larry Davis/
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. i
2880 Vireo Lane: Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: July 23, 199
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Medium brown silty sandy clay with gravel
Sample Origin: Dining/Lecture Hall (Building D)
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 91.7
Optimum Moisture Content (%): 25.7
ATTERBERG LIMITS:
Liquid Limit: 16
Plastic Limit: 11
Plasticity Index: 5
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution: DaI-Mac Construction - Jason, Lillard
City of Coppell - Larry Davis
/
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: July 23, 1999
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Dark brown silty clayey sand with some gravel
Sample Origin: 9th Addition (Building A and B)
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 120.3
Optimum Moisture Content (%): 11.3
ATTERBERG LIMITS:
Liquid Limit: 18
Plastic Limit: 11
Plasticity Index: 7
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By:
SMH/bg
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: July 23, 1999
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Dark brown silty clayey sand with gravel
Sample Origin: Head-In Parking (Building F and G)
MOISTUREIDENSlTY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 122.5
Optimum Moisture Content (%): 11.1
ATTERBERG LIMITS:
Liquid Limit: 17
Plastic Limit: 11
Plasticity Index: 6
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: c
SHM/bg
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~
2880 Vino Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE DATE: July 23, 1999
METHOD OF TEST: ASTM D-698(A)
SAMPLE IDENTIFICATION:
Sample Description: Dark gray clay with some gravel
Sample Origin: Band Hall addition
MOISTURE/DENSITY:
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (Ibs/cu ft) 107.4
Optimum Moisture Content (%): 17.0
ATTERBERG LIMITS:
Liquid Limit: 41
Plastic Limit: 20
Plasticity Index: 21
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: "[
SMH/bg
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas. Texas 7522.9
Ph (972) a,84-8301; Fax (972) 620-7328
ATTERBERG LIMITS
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
SAMPLE D~TE: July 28, 1999
SAMPLE IDENTIFICATION:
Sample Description: Dark gray clay
Sample Origin: Off site - at park west of MacArthur
ATTERBERG LIMITS:
Liquid Limit: 42
Plastic Limit: 18
Plasticity Index: 24
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: ~ [
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7326
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: July 30, 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 (pcf) Optimum Moisture (%)
1 Dark brown silty clayey sand with some gravel 120.3 11.3
2 Dark gray clay with some gravel 107.4 17.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
2 2 9th Grade wing addition, 25 feet north, 60 101.3 16.7 94.6
feet east of southwest comer, natural
3 2 9th Grade wing addition, 25 feet north, 101.9 16.8 94.8
110 feet east of southwest comer, natural
4 2 9th Grade wing addition, 25 feet north, 101.1 17.7 94.5
160 feet east of southwest comer, natural
5 I 9th Grade wing addition, 15 feet north, 75 111.9 13.1 93.0
feet west of southeast corner
Remarks: Densities meet project specifications unless otherwise noted.
Keith Neal
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ( /'
SMH/em
Distribution: DaI-Mac Construction - Jason Lillard
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford
-'1~
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301: Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 5, 1999
PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: August 3, 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 (pcf) Optimum Moisture (%)
1 Dark brown silty clayey sand with some gravel 120.3 11.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
6 1 Building Pad, 20 feet north, 50 feet west of 106.5 6.8* 88.5**
northeast corner of building pad, 1st lift
7 1 Retest of Test #6, dated 8-3-99 109.6 11.4 91.1
8 1 Building Pad, 75 feet north, 100 feet west 110.8 11.3 92.1
of southeast comer of building pad, 1 st lift
9 I Building Pd, 70 feet west, 150 feet west of 111.8 13.6 92.9
southeast corner of building pad, 1st lift
10 I Building Pad, 30 feet north, 200 feet west 112.6 12.4 93.6
of southeast corner of building pad, 1st lift
Slab will be suspended, specified density for building pad soils is 90 percent standard proctor
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specifications for percent maximum dry density.
Michael Overstreet
Fugro South Technician FUGRO SOUTH INC.
Reviewed By: ~- /
SMH/bg
Distribution: DaI-Mac Construction - Jaso~ Lillard
City of Coppell - Larry Davis'
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
JRJ Paving - Jeff Williford