SC-Coppell HS-LR000221FUGRO SOUTH, INC.
2880 Vtrgo Lane; P_.=a=s, Texas 75229
Ph (972) 484-~01; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: February 21, 2000
Project No.: 0791-2208
SAMPLE DATE: January 20, 2000
CONTRACTOR:
TICKET NO.: 7082529
AMBIENT TEMP. (°F): 54
CONCRETE TEMP. (°F) (ASTM C-t064): 60
TIME BATCHED: 1:3'6
TIME SAMPLED: 2:18
WEATHER CONDITION: Cold
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (As'ru c.2=~):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-~4~):
Lalttmom Materials
140 CY/947
10
3.50
Intersection PJ.75 & Line 4 grade beam Multi Purpose BuikJing, Area
B
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 492 7 01/27/00 110000 3890 9000/28 days
CHC 493 28 02/17100 139000 4920
CHC 494 28 02117/00 141000 4990
CHC 495 Hold
Fracture mode is (A) unless ~ holed
Specifications: Maldng, ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ [~]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Trey Allen
SMH/rm
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~'"~,J~-.---.-~-
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.
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, Multi Purpose Building
Coppell, Texas
Report Date: February 21, 2000
Project No.: 0791-2208
SAMPLE DATE: January 21, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTU C-10S4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
The Cortez Group
3098022 CONCRETE SUPPLIER: Lattimore
58 PLANT/TRUCK: 3 / 972
68 MIX ID NUMBER: (L-42)
9:57 AIR (%) (ASTM C-23t): 4.6
10:45 WATER ADDED (gal): 0
Clear SLUMP (in.) {AST~ C.t43): NIA
Slab - Light Weight Concrete - Building "E'
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOT,M. COMPRE$81VE SPECIFIED COMPRE881VE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 496 7 01-28-00 70000 2480 3000/28 da~s
CHC 497 28 02-18-00 93000 3290
CHC 498 28 02-18-00 95000 3360
CHC 499 Hold
Fracture mode is (A) unle. o~en~ hotel
Specifications: Making & ASTM 0-31 Tesling ASTM C-143, Type$of [~] B B B
Curing: Melhods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Greg Forsythe
FUGRO SOUTH INC.
Reviewed By: t'
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.
2680 Virgo L.m'm; Dallas, Taxa~ 75229
Ph (972)484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT '
Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: February 21, 2000
Coppeil High School, Multi Purpose Building, Coppeil, Texas PROJECT NO: 0791-2208
Density Test Method:
Number
1
2
TEST
NO.
121
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
DescHpflon
Red brown sandy clay
Brown silty sandy clay with gray shale fragments
and some gravel
123 I 117.2
Method,of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Molature (%)
118.6 12.4
114.7~ 12.4
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
2 Tennis Court subgrade, first two tennis 112.3
courts at northeast corner, first one at
northeast corner, 25 feet south, 5 feet
west from northeast corner, 1st lift
122 2 Tennis Court subgrade at northeast 113.6
corner, second one west of northeast
comer, 25 feet south, 100 feet west from
northeast corner, 1st lift
Tennis Court subgrade at northeast
corner, third one west of northeast corner,
natural
MOISTURE :, PERCENT OF
CONTENT PERCEHT MAXIMUM DENSITY
14.5 97.9
13.1 99.0
13.3 98.8
Remarks: All densities meet project specifications unless otherwise noted.
David Putman
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: