SC-Coppell MSN-LR 971110�GRO
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: November 10, 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED November 3, 1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Dark brown silty clay with organics (lime treated) 99.1 18.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
211
1
Paving subgrade, west fire lane, 25 feet
96.8
21.5
97.7
north of south fire lane, final
212
1
Paving subgrade, west fire lane, 100 feet
101.0
19.2
101.9
north of south fire lane, final
213
1
Paving subgrade, northwest parking area,
98.1
19.6
99.0
25 feet north 50 feet east of southwest
parking corner, final
214
1
Paving subgrade, north fire lane, 100 feet
94.1
17.0
95.0
east of northwest parking area, final
215
1
Paving subgrade, fire lane at northeast
95.4
18.4
96.2
corner of building, 75 feet north of parking
area, final
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
Fug ro- McClelland Technician
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked by:
S��
SMH /mv
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
�GRO
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: November 10, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 29, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
499965
CONCRETE SUPPLIER:
Pioneer
60
PLANT /TRUCK:
74/751
78
MIX ID NUMBER:
9351
8:47
AIR ( % ) (ASTM C -231)
LOAD
9:45
WATER ADDED (gal):
0
Cloudy
SLUMP (in.) (ASTM C -143) :
4.50
Paving:
5 feet south, 10 feet west from northern most point of radius
at drive
east of middle school north radius at north
end of drive
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)
CNS 153
7
11/05/97
90000
3183
3000/28 days
CNS 154
28
11/26/97
CNS 155
28
11/26/97
CNS 156
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: Scott Rogers
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: November 10, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 29, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
499946 CONCRETE SUPPLIER: Pioneer
59 PLANT /TRUCK: 74/742
78 MIX ID NUMBER: 9351
6:45 AIR ( %) ( ASTM C -231) :
7:35 WATER ADDED (gal): 15
Cloudy SLUMP (in.) (ASTM C -143) : 4.75
Paving: 5 feet north from west curb, 5 feet east form start of radius at
drive at east side of middle school north radius
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)
CNS 149
7
11/05/97
90000
3183
3000/28 days
CNS 150
28
1 11/26/97
CNS 151
28
11/26/97
CNS 152
Hold
Fracture mode is (A) unless otherwise noted
pecifications: Making & ASTM C -31 Testing ASTM C -143, Types of
LS
:Curing: Methods: ASTM C -39 Fracture: A® BE CZ D
REMARKS:
Technician: Scott Rogers
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