SC-Coppell HS-LR000118FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: January 18, 2000
Coppell High School, Multi Purpose Building, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: January 14, 2000
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Red brown clayey sand (select)
Dark gray clay with some gravel
TEST PROCTOR
NO. NO.
77 1
78 1
79 1
8O 1
81 1
82 2
83 2
LOCATION
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf)
TEST RESULTS
UNIT DRY
WEIGHT
24 inch RCP Storm Drain, Line A, 111.4
adjacent to R-17 Line, 2 feet below grade
24 inch RCP Storm Drain, Line A, 110.8
adjacent to R-17 Line, final
12 inch PVC Storm Drain, Line F, adjacent 111.2
to M-1 Line, 2 feet below grade
12 inch PVC Storm Drain, Line F, adjacent 110.6
to M-1 Line, final
12 inch PVC Storm Drain, Line E, 2 feet 110.6
below grade
8 inch water line, north of multi-purpose 106.6
on northeast comer, 2 feet below grade
8 inch water line, north of multi-purpose 110.2
on northeast corner, final
116.9
107.4
MOISTURE
CONTENT PERCENT
13.5
Optimum Moisture (%)
13.5
17.0
PERCENT OF
MAXIMUM DENSITY
95.3
14.3
95.0
14.9
95.1
13.8
95.0
13.6
95.0
16.5
99.2
16.3
102.6
Remarks: All densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH INC.
Reviewed By: ~-.
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
SPRAYED ON FIREPROOFING REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: January 18, 2000
Project No.: 0791-2208
Page 1
DAILY ACTIVITY REPORT: January 14, 2000
Services Performed: Visual Inspection and Thickness / Density Testing, ASTM E-605
Weather Conditions: Sunny
Contractors on Site: DaI-Mac
Remarks: Sprayed on Fireproofing Thickness / Density Testing was performed at the above referenced
project. Locations and results are listed below.
Type of Steel Location MeasUred Average ' DenSity
Member Thickness (in,) (lbs/cu. ft.)
Column BQ-B1,2nd Floor 1-3/4 15.0
Beam BQ-B1,2nd Floor 3/4 15.0
Joist BQ-B1, 2nd Floor 1-1/4 15.0
Deck BQ-B1, 2nd Floor 5/8 15.0
BG-B-1
Column 1-3/4 14.2
BG-B1
Beam 1/2 14.2
BG-B1
Joist 1-1/2 14.2
BG-B1
Deck 1/2 14.2
BK-B5
Column 1-7.8 15.9
BK-B5
Beam 5/8 15.9
BK-B5
Joist 1-3/8 15.9
BK-B5
Deck 1/2 15.9
Column BQ-B5 1-1/2 16.3
Beam BQ-B5 5/8 16.3
Joist BQ-B5 1-1/4 16.3
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Tex~_~ 75229
Ph (972) 484-8301; Fax (972) 620-7328
SPRAYED ON FIREPROOFING REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School,
Coppell, Texas
Report Date: January 18, 2000
Project No.: 0791-2208
Page 2
DAILY ACTIVITY REPORT: January 14, 2000
Type of Steel Location I Measured Average I Density
Member Thickness (in.i (lbS/cu. ft.)
BQ-B5
Deck 1/2 16.3
BL-B5
Column 1-5/8 14.8
BL-B5
Beam 1/2 14.8
BL-B5
Joist 1-1/4 14.8
BL-B5
Deck 1/2 14.8
Beams - 1/2 in.
Minimum Requirement Joist- 15/16 in.
Deck - 1/2 in.
Columns 1-7/16 in.
No deficiencies were observed in the areas which had sprayed on fireproofing material applied. Test results
comply with project specifications unless otherwise indicated.
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford