SC-Coppell MSN-LR 971003M
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: October 3, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: September 19, 1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Tan, yellow, brown and gray shaley clay mix 105.5 20.2
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
187 1 West curb inlet approximately 175 feet 100.3 23.0 95.1
north and 100 feet east of southeast
corner of building, southwest of P.A of
middle school, final
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
���
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date October 3, 1997
PROJECT Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: September 24 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
491055
CONCRETE SUPPLIER:
Pioneer
75
PLANT /TRUCK:
74/491
88
MIX ID NUMBER:
9351
6:35 am
AIR ( %) (ASTM C -231)
LOAD
7:25 am
WATER ADDED (gal):
15
Overcast
SLUMP (in .) (ASTM C -143) :
5.0
Parking lot paving,
50 feet west of east, 50 feet
north of southeast
corner
1 10/01/97
119000
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 379
7
1 10/01/97
119000
4209
4000/28 days
CMN 380
28
10/22/97
CMN 381
28
10/22/97
CMN 382
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
s Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture:
Curing:
Methods: ASTM C -39 A® B C D
REMARKS:
Technician: Bob Shea
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B .
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 3, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: September 24 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
491044
CONCRETE SUPPLIER:
Pioneer
74
PLANT /TRUCK:
74/827
86
MIX ID NUMBER:
9351
5:28 am
AIR ( %) (ASTM C -231) :
LOAD
6:30 am
WATER ADDED (gal):
5
Overcast
SLUMP (in.) (ASTM C -143) :
5.0
Paving, parking lot, 25 feet north of southeast corner, 30 feet west of
east side
CMN 375
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 375
7
10/01/97
106000
3749
4000/28 days
CMN 376
28
10/22/97
CMN 377
28
10/22/97
CMN 378
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Curing:
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Bob Shea FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked Bv.
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTH INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISO Report Date: October 3, 1997
PROJECT: Coppell Middle School North, Coppell, Texas
Project No.: 0771 -2091
SAMPLE DATE: ''September 24, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks Construction
491079
CONCRETE SUPPLIER:
Pioneer
78
PLANT /TRUCK:
74
86
MIX ID NUMBER:
9351
8:55 am
AIR ( %) (ASTM C -231) :
LOAD
10:15 am
WATER ADDED (gal):
25
Overcast
SLUMP (in.) (ASTM C -143) :
5.25
Parking lot paving, 50 feet west of east side, 45
feet south of
northeast corner
7
10/01/97
CONCRETE CYLINDER, COMPRESSIVE STRENGTH TESTS
Standard '6" x'12"; 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 395
7
10/01/97
102000
3608
4000/28 days
CMN 396
28
10/22/97
CMN 397
28
10/22/97
CMN 398
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
' Making & ASTM C -31
Testing ASTM C -143, Types of
€ Curing:
9 Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Bob Shea FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B
SMH /rm
Distribution: Coppell ISO - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
-fu6R0
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: October 3, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: September 24:1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
491068
CONCRETE SUPPLIER:
Pioneer
77
PLANT /TRUCK:
74/567
88
MIX ID NUMBER:
9351
8:05 am
AIR ( %) (ASTM C -231)
LOAD
8:55 am
WATER ADDED (gal):
0
Overcast
SLUMP (in.) (ASTM C -143) :
6.0
Parking lot paving, 50 feet west of east side, 200 feet north of
southeast corner
CMN 387
7
CONCRETE CYLINDER COMPRESSIVE'' STRENGTH TESTS
Standard 6" x 12 11 , 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 387
7
10/01/97
95000
3360
4000/28 days
CMN 388
28
10/22/97
CMN 389
28
10/22/97
CMN 390
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Curing:
Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Bob Shea FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (S OUTHWEST), INC.
. �.�
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date October 3, 1997
PROJECT Coppell Middle School North, Coppell, Texas
Project No.: 0771 -2091
SAMPLE DATE: September 24,1997
CONTRACTOR:
K. A. Sparks
TICKET NO.:
491074
CONCRETE SUPPLIER:
Pioneer
AMBIENT TEMP. (°F):
77
PLANT /TRUCK:
74/661
CONCRETE TEMP. ( °F) (ASTM C- 1064)
88
MIX ID NUMBER:
9351
TIME BATCHED:
8:20
AIR ( % ) (ASTM C -231) :
(psi)
TIME SAMPLED:
9:40
WATER ADDED (gal):
7
WEATHER CONDITION:
Overcast
SLUMP (in .) (ASTM C -143)
28
LOCATION OF PLACEMENT:
Parking lot paving, 10 feet west of east side, 65
feet south of
northeast corner
28
10/22/97
CONCRETE CYLINDER''COMPRESSIVE STRENGTH TESTS
Standard 6" x 12" 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 391
7
10/01/97
93000
3289
4000/28 days
CMN 392
28
10/22/97
CMN 393
28
10/22/97
CMN 394
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
0 a
Curing:
Methods: ASTM C -39 ? Fracture: A® B C D
REMARKS:
Technician: Bob Shea FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC. — �
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date October 3, 1997
PROJECT Coppell Middle School North, Coppell, Texas
Project No.: 0771 -2091
SAMPLE DATE: September 24 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
491063
CONCRETE SUPPLIER:
Pioneer
75
PLANT /TRUCK:
74/562
88
MIX ID NUMBER:
9351
7:34 am
AIR ( %) (ASTM C -231) :
LOAD
8:25 am
WATER ADDED (gal):
15
Overcast
SLUMP (in .) (ASTM C -143) :
4.75
Parking lot paving, 20 feet west of east side, 125
feet north of
southeast corner
7
10/01/97
CONCRETE;' CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12' 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 383
7
10/01/97
105000
3714
4000/28 days
CMN 384
28
10/22/97
CMN 385
28
10/22/97
CMN 386
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
i Making & ASTM C -31
Testing ASTM C -143, Types of
i Fracture: Z 0
i Curing:
Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Bob Shea FUGRO-MCCLELLAND (SOUTHWEST), INC.
Checked By —�
SMH /rm
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore