SC-Coppell HS-LR000313 (2)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: March 13, 2000
Coppell High School, Stadium Expansion, Coppell, Texas PROJECT NO: 0791-2208
DATE PERFORMED: March 9' 2000
Density Test Method:
Number
1
Description
Dark brown silty clay with some organics
TEST PROCTOR
NO. NO.
176 1
177 1
ASTM D.2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
96.1 18.9
TEST RESULTS
LOCATION UNIT DRY
WEIGHT
MOISTURE PERCENT OF
~ONTENT PERCENT MAXIMUM DENSITY
93.3 20.5 97.1
96.6 19.3 100.5
Borrow Pit at east end, 3rd lift
Borrow Pit at west end, 4th lift
Remarks: All densities meet project specifications unless otherwise noted.
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Damon~[~rman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Reviewed By:
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: March 13, 2000
Project No.: 0791-2208
SAMPLE DATE: February 9, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7083266
53.4
57.2
8:23 am
9:05 am
P/C & Windy
Piers: F/12, G/12
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/786
MIX ID NUMBER: 16
AIR (%) (ASTM C.231): 2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 5.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
,
Standard 6"x 12", 28.27 square inChes
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 576 7 02/16/00 86000 3040 3000~28 days
CHC 577 28 03/08/00 92000 3250
CHC 578 28 03/08/00 90000 3180
CHC 579 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ 0 C
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/mv
Distribution:
Reviewed By: _¢,j~'~.._L___
Dal: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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 13, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: February 11, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7O83387
50.9
58.3
8:09 am
8:50 am
P/C Windy
Piers:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/755
MIX ID NUMBER: 16
AIR (%) (ASTM C.231): 2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-'143): 7
H/24.9, F.5/25.4, F.3/24.9, E/25.3, D.9/25
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches :
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 608 7 02/18/00 94000 3330 3000t28 days
CHC 609 28 03/10/00 117000 4140
CHC 610 28 03/10/00 115000 4070
CHC 611 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/mv
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