Coppell Greens 1-LR 980914FUGRO SOUTH, INC.
~~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Argus Development of Texas Inc, c/o Eastem Dev. Report Date: September 14, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275
SAMPLE DATE: July 10, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM c•losa)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Site Concrete
CONCRETE SUPPLIER: Batch
99 PLANTITRUCK: Batch/0
92 MIX ID NUMBER:
1:20 AIR (%) (ASTM C-231)
1:25 WATER ADDED (gal): 0
Sunny SLUMP (in.) (ASTM C-143) : 4.5
Paving: Hand pour, intersection Fallkirk Court a nd Fallkirk Drive,
Fallkirk Court, station 0+20
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28:2T square inches
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER da s TESTED (pounds) (psi) (psi)
CGS 69 7 07/17/98 69000 2440 3600/28 da s
CGS 70 28 08/07/98 89000 3148"
CGS 71 28 08/07/98 87000 3077"
CGS 72 56 09/04/98 88000 3112'
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143,
ASTM C
39 Types of
F
r
t
: A ®
®
~
Curing: -
Methods: rac
u
e
D
B
C
REMARKS: 'Does not meet project specifications for required compressive strength at 28 days.
Technician: Chris Cook FUGRO SOUTH, INC.
Checked By: _
SMH/rm
Distribution: Eastern Development -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis
FUGRO SOUTH, INC.
~UfGRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972)620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: September 14, 1998
PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275
SAMPLE DATE: July 10, 1998
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Site Concrete
CONCRETE SUPPLIER: Batch
91 PLANTlTRUCK: Batch/0
87 MIX ID NUMBER:
11:15 AIR (%) (ASTM C-231)
11:20 WATER ADDED {gal): 0
Sunny SLUMP (in.) (ASTM C-143) : 4.5
Paving: Hand pour, eyebrow off of Fallkirk Drive, approximately 30
feet off of south edge of street, station 1+25
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12",.28.27 square inches.
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER da s TESTED (pounds) (psi) (psi)
CGS 65 7 07/17/98 70000 2476 3600/28 da s
CGS 66 28 08/07/98 76000 2688*
CGS 67 28 08/07/98 79000 2794*
CGS 68 56 9/04/98 92000 3254*
Fracture mode is (A) unless otherwise noted
Speafications: Making & ASTM C-31 Testing ASTM C-143,
STM C
39 Types of
Fr
ture: A®
®
Curing: -
Methods: A ac
B
C D
REMARKS:* Does not meet required compressive strength at 28 days.
6L~~ t
Technician: Chris Cook FUGRO SOUTH, INC.
Checked By. ~--~_
SMH/rm
Distribution: Eastern Development -Preston Skaggs
Metro-Plex Excavating -Paul Bosco
City of Coppell -Larry Davis