SC-Coppell HS-LR000126FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
CLIENT:
PROJECT:
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
DATE PERFORMED:
Report Date: January 26, 2000
Project No.: 0791-2208
January 25, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Firelane from Line N-1 to Parking Area
following location: Line N-9 to Line A-18
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
10:30 a.m.
5:00 p.m.
320
5.0 - 6.0
5+1
Lattimore - Plant Nos. 3 & 48
55 - 65°F
3000/28
12
No
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 EImore
JRJ Paving - Jeff Williford
FUGRO 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 26, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED:
Density Test Method:
Number
1
2
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Oescription Maximum Dry Density (pcf)
Red brown clayey sand (select) 116.9
Red silty sand with some dark gray clay 119.4
TEST RESULTS
TEST PROCTOR
NO. NO.
107 2
108 1
LOCATION
8 inch sanitary sewer, station 2+20, 5 feet
below grade
8 inch sanitary sewer, station 2+20, 3 feet
below grade
8 inch sanitary sewer, station 2+20, 1 foot
below grade
Method of Compaction: ASTM D-698
Proctor Results
Optimum Moisture (%)
13.5
12.2
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
116.2 13.1 97.3
109 1
114.0 12.1 97.5
110.6 14.9
95.0
Remarks: All densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
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
Reviewed By: