Deer Run-LR000314CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
DRC 9
7
02/21/00
84000
2970
3000/28 days
DRC 10
28
03/13/00
119000
4210
DRC 11
28
03/13/00
121000
4280
DRC 12
Hold
Specifications:
Making ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode
Types of
Fracture: A
is (A) unless otherwise noted
/A Z j
'N` g C L D_
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
SAMPLE DATE: February 14, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. °F):
CONCRETE TEMP. °F) (ASTM
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
REMARKS:
Technician: Dumitru Balas
SMH /rm
Distribution:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Gilco Contracting
441034 CONCRETE SUPPLIER:
53 PLANTITRUCK:
C- 1064): 56 MIX ID NUMBER:
12:20 pm AIR (ASTM C -231)
12:50 pm WATER ADDED (gal):
Sunny SLUMP (in.) (ASTM C 143)
Paving on Hawkins Drive west station 1 +00
Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
FUGRO SOUTH INC.
Reviewed By:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: March 14, 2000
PROJECT NO: 0791 -2308
Pioneer Concrete
27/931
7718
5.6
5
2 3/4
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
DRC 5
7
02/21/00
89000
3150
3000 /28 days
DRC 6
28
03/13/00
112000
3960
DRC 7
28
03/13/00
110000
3890
DRC 8
Hold
Specifications:
Making ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode
Types of
Fracture: A
is (A) unless otherwise noted
,r� f
W- B C D
FUGRO SOUTH, INC.
REMARKS:
SMH /rm
Distribution:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
SAMPLE DATE: February 14, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. °F):
CONCRETE TEMP. °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Technician: Dumitru Balas
Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
Gilco Contracting Co.
441013
45
55
9:55 am
10:35 am
Sunny
Paving on
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (ASTM C 231)
WATER ADDED (gal):
SLUMP (in.) (ASTM C 143)
Hawkins Drive north, station 2 +50
FUGRO SOUTH INC.
Reviewed By:
GIRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: March 14, 2000
PROJECT NO: 0791 -2308
Pioneer Concrete
27/931
7718
5.4
5
3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
DRC 1
7
02/21/00
97000
3430
3000/28 days
DRC 2
28
03/13/00
126000
4460
DRC 3
28
03/03/00
128000
4530
DRC 4
Hold
Specifications:
Making ASTM C-31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode
Types of
Fracture: A
is (A) unless otherwise noted
rj
Ile B C D—
FUGRO SOUTH, INC.
REMARKS:
SMH /rm
Distribution:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
SAMPLE DATE: February 14, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. °F):
CONCRETE TEMP. °F) (ASTM C 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Technician: Dumitru Balas
Gilco Contracting Co.
440992
38
57
7:00 am
7:30 am
Cloudy
Paving on
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (ASTM C 231)
WATER ADDED (gal):
SLUMP (in.) (ASTM C 143)
Hawkins Drive north, station 4 +75
Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
FUGRO SOUTH INC.
Reviewed By: l!
Pioneer Concrete
27/836
7718
4.8
5
2 3/4
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: March 14, 2000
PROJECT NO: 0791 -2308
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 28.27 square inches
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
DRC 13
7
02/21/00
101000
3570
3000/28 days
DRC 14
28
03/13/00
117000
4140
DRC 15
28
03/13/00
120000
4250
DRC 16
Hold
Specifications:
Making ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode
Types of
Fracture: A
is (A) unless otherwise noted
ory
g C D
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
SAMPLE DATE: February 14, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. °F):
CONCRETE TEMP. °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
REMARKS:
Technician: Dumitru Balas
SMH /rm
Distribution:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Ryland Homes Philip Flink
City of Coppell Garth Campbell
Gilco Mark Leonard
Gilco Contracting Co.
441052 CONCRETE SUPPLIER:
59 PLANTJTRUCK:
76 MIX ID NUMBER:
2:30 pm AIR (ASTM C 231)
3:00 pm WATER ADDED (gal):
SLUMP (in.) (ASTM C 143)
Paving on Hawkins Drive south, station 3 +50
FUGRO SOUTH INC.
Reviewed By: --ar
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: March 14, 2000
PROJECT NO: 0791 -2308
Pioneer Concrete
27/749
7718
5.9
10
3