SC-CFBISD Riverchase-LR 990913FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac ConstructionREPORT DATE: September 13, 1
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 1, 1999
Contractors on Site:
Remarks:
DaI-Mac
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 #4 Sieve
1 Fire Lane on east side of school, 25
feet north of Star Leaf Drive
2 225 feet north of Starieaf Drive
3 Turn around before gym
Project Specifications:
100 71
100 68
100 69
Minimum 100% Minimum 60%
William Granger
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By:
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: September 13, 1999
Riverchase Elementary School, Coppell, Texas Project No,: 0791-2184
SAMPLE DATE: August 27, 1999
General Contractor: Dai-Mac Construction / Berkel
Method of Test:
ASTM C-109
Sample Location:
Time Batched:
Pile B-54 and B-81
9:43
Time Sampled: 10:31
Results ! Remarks: Type 9000
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIF~I=I3
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. ,in.) (lbs.) (psi) (psi/days)
REC 72 3 08/30/99 4.0 18490 4623 4000/28
REC 73 3 08130/99 4.0 18440 4610 ...
REC 74 7 09/03/99 4.0 28890 7223
REC 75 7 09/03/99 4.0 28910 7228
REC 76 28 09/24/99 4.0
REC 77 28 09/24/99 4.0
REC 78 Hold 4.0
REC 79 Hold 4.0
REC 80 Hold 4.0
Remarks:
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis City of Coppell - Lee Stone
SHW Group - Joe Craddock SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
LIME STABILIZED SOIL PULVERIZATION REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: September 13,
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 3, 1999
Contractors on Site:
Remarks:
DaI-Mac
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 #4 Sieve
1 Star Leaf Drive, station 8+00
2 Star Leaf Drive, station 6+00
3 Star Leaf Drive, station 4+00
4 Star Leaf Drive, station 2+00
5 Star Leaf Drive, station 0+50
6 Southwest Parking Lot
7 Southwest Fire Lane, 75 feet south of
Star Leaf Drive
8 Service Road, 25 feet from southwest
parking lot
9 Service Road, 150 feet from southwest
parking lot
100 63
100 66
100 64
100 65
100 61
100 62
100 64
100 67
100 69
Project Specifications:
Minimum 100% Minimum 60%
William Granger
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppetl - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: September 13, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 7, 1999
Density Test Method:
Number
1
Description
Brown silty sandy clay with some rock (lime
treated)
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Maximum Dry Density (pcf)
103.9
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
18.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
58 1 Paving Subgrade, Star Leaf Drive, station 100.7 19.4 96.9
0+50, final
59 1 Paving Subgrade, Star Leaf Ddve, staiton 101.4 18.9 97.6
2+50, final
60 1 Paving Subgrade, Star Leaf Drive, station 99.7 19.6 96.0
4+50, final
61 1 Paving Subgrade, Star Leaf Drive, station 102.5 18.7 98.7
6+50, final
62 1 Paving Subgrade, Star Leaf Drive, staion 101.1 19.1 97.3
8+50, final
63 1 Paving Subgrade, Southwest Parking Lot 103.4 17.9 99.5
Center, final
64 1 Paving Subgrade, Southwest Fire Lane, 102.0 17.3 98.2
75 feet south of Star Leaf Drive, final
65 1 Paving Subgrade, Service Road, 50 feet 101.8 18.1 98.0
from Southwest Parking Lot, final
66 1 Paving Subgrade, Service Road, 150 feet 102.9 17.7 99.0
from Southwest Parking Lot, final
Remarks: Densities meet project specifications unless otherwise noted.
William Granger
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
Reviewed By:
FUGRO SOUTH, INC,
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 13, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 2, 1999
Contractors on Site:
Remarks:
Dal-mac
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 #4 Sieve
1 20 feet south of station 2+12
2 20 feet southwest of station 4+30
100 69
100 65
Project Specifications:
Minimum 100% Minimum 60%
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By:,
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: September 13, 1999
Project No.: 0791-2184
SAMPLE DATE: August 6, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
Test Pile 1
12:56 pm
Type
Time Sampled: 2:15 pm
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) . i(ps.[/days)
REC lA 7 08/13/99 4.0 35788 5062 4000/28
REC 2A 7 08/13/99 4.0 35160 4973
REC 3A 28 09/03/99 4.0 38760 5482
REC 4A 28 09/03/99 4.0 38910 5504
Remarks:
Nabil Mikhail
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis City of Coppell - Lee Stone
SHW Group - Joe Craddock SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD -Tom Bell