SC-Coppell HS-LR000128FUGRO 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 Cons~ Co.
Coppell High School, Multi Purpose Building
Coppell. Texas
Report Date: January 28, 2000
Project No.: 0791-2208
SAMPLE DATE: January 20, 2000
CONTRACTOR:
TICKET NO.: 6116100
AMBIENT TEMP. (°F): 50
CONCRETE TEMP. (°F) {AST~ C.t0S4): 59
TIME BATCHED: 11:40
TIME SAMPLED: 12:30
WEATHER CONDITION: Cool
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASwa c-23t):
WATER ADDED (gal):
SLUMP (in.) (Asl~ c443):
Laltimore Materials
30CY/737
0
3
Intersection of J.25 and Line 13, grade beam Multi-Purpose Building
Area B
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRE$81VE
CYLINDER AGE DATE LOAD STRENGTH STREI~3TH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 488 7 01/27/00 142000 5020 .. 3000/28 days
CHC 489 28 02/17100 169000 5980
CHC 490 28 02117100 166000 5870
CHC 491 Hold
Fracture mode is (A) unis~.s otherudse holed
Specifications: Making& ASTM C-31 Testing ASTM C-143, Types of [~ [~ ~1 ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Trey Allen
Reviewed By: ~,
FUGRO SOUTH INC.
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
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio Dal - Mac Construction Co. Report Date: January 28, 2000
PROJECT: Coppell High School, Multi Purpose Building Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: January 20, 2000
CONTRACTOR:
TICKET NO.: 7082529
AMBIENT TEMP. (°F): 54
CONCRETE TEMP. (°F) (ASTM C-1064): 60
TIME BATCHED: 1:36
TIME SAMPLED: 2:18
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231) .'
WATER ADDED (gal):
Lattimore Materials
140 CY/947
10
Cold SLUMP (in.) (ASTM C-143): 3.50
Intersection PJ.75 & Line 4 grade beam Multi Purpose Building, Area
B
CONCRETE CYLINDER COMPRESSIVE S ! i~,ENGTH 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 01t27/00 110000 3890 3000/28 days
CHC 493 28 02/17/00
CHC 494 28 02/17/00
CHC 495 Hold Fracture mode is (A) unless othem~ise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~[~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B , C D
REMARKS:
Technician: Trey Allen
FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppeil - 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: Coppell lSD, c/o Dal - Mac Construction C°. Report Date: January 28, 2000
PROJECT: Coppell High School, Multi Purpose Building Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: January 20, 2000
CONTRACTOR:
TICKET NO.: 6116100
AMBIENT TEMP. (°F): 50
CONCRETE TEMP. (°F) (ASTM C.t064): 59
TIME BATCHED: 11:40
TIME SAMPLED: 12:30
WEATHER CONDITION: Cool
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-'143):
Lattimore Materials
30CY/737
0
3
Intersection of J.25 and Line 13, grade beam Multi-Purpose Building
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 488 7 01/27/00 142000 5020 3000~28 days
CHC 489 28 02/17/00
CHC 490 28 02/17/00
CHC 491 Hold
Fracture mode is (A) unless o[hecwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ ~
Curing: Methods: ASTM C-39 Fracture: A e C D
REMARKS:
Technician:
SMH/rm
Distribution:
Trey Allen
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