SC-Coppell HS-LR000327FUGRO SOUTH, INC.
2880 Vlrgo 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: March 27, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 17, 2000
Density Test Method:
Number
1
2
ASTM D-2922 & 30t7
MOISTURE/DENSITY RELATIONS
Material
Description Maximum Dry Density (pcf)
Reddish brown clayey sand (Select) 116.9
Red brown sandy clay 118.6
TEST PROCTOR
NO. NO.
198 1
Method of Compaction: ASTM D-698
Building Subgrade, C.5-4, north A-118
south of concession stand, final
Retest of Test #196 dated 3-15-00
Electric Line Backfill at Tennis Court, 25
feet north of curb in front of Court #11,
north of drive into tennis court, final
Proctor Results
Optimum Moisture (%)
13.5
12.4
199 1
200 2
TEST RESULTS
LOCATION UN~ DRY MOISTURE
WEIGHT CONTENT PERCENT
117.6
PERCENT OF
MAXIMUM DENSITY
11.8 100.6
117.5 11.5 100.5
113.6 14.5 95.8
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:
'El
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 27, 2000
Coppell High School, Stadium Expansion Project NO.: 0791-2208
Coppell, Texas
DATE PERFORMED: March 17, 2000
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the
following location:
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:
Columns and grade beam tie-in - Columns: F-7, F-9,
D-6, D-8, C-6, C-8, C-17, C-19, C-21, D-14, D-15,
D-19, D-21, B-21, B-19, A-21 & tie-in beam line C1-D1
12:00 noon
2:00 p.m.
35
5-3/4 to 6-1/4
5-J:1
Lattimore - Plant No. 7
65 - 70°F
4000/28
4
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 Creddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 27, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
coppell, Texas
SAMPLE DATE: March 17, 2000
CONTRACTOR: Sizelove
TICKET NO.: 7084630
AMBIENT TEMP. (°F): 56
CONCRETE TEMP. (°F) (ASTM C-10S4): 67
TIME BATCHED: 11:25
TIME SAMPLED: 12:20
WEATHER CONDITION: Overcast
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 6 1/4
Columns for stadium, sampled at Column C-17
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 equare inchee
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER {days) TESTED (pounds) (Psi) (Psi) ....
CHC 732 7 03/24/00 116000 4100 4000/28 days
CHC 733 28 04/14/00
CHC 734 28 04/14/00
CHC 735 Hold
Fracture mode is (A) unless otherwise' noted
Specifications: Making & ASTM C-31 T. ting ASTM C-143, Typesof r~ r-~ F-~ n
Cudng: Methods: ASTM C-39 Fracture: Av~ v~j vi i lB C D
REMARKS:
Technician: Mike Flute
SMH/rm
Distribution:
FUGRO SOUTH INC.
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