SC-CFBISD Riverchase-LR 991005FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 752_~9
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Carroilton-Farmers Branch lSD, do Dal-Mac ConstructionREPORT DATE: October 5, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 23, 1999
General Contractor: DaI-Mac
Method of Test: Applicable ACI Recommendations and ASTM Standards
Results ! Remarks:
Concrete placement observation was performed at the
following location:
Time placement began:
Time placam~nt ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
Pier Caps - Three interior gym pier caps and pier caps:
Y-17, AA.5-19, Y-19, AE-12 and Pier Cap: AE-10 per
RFI #15
11:30 a.m.
1:30 p.m.
10
6 to 6-1/4
5-J:1
Pioneer - Plant No. 29
75 - 75°F
3000/28
4
No
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bo
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c,/o DaI-Mac ConstructionREPORT DATE: October 5, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 23, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the
following location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
Pavement on Grade - Entrance way - Star Leaf to
McArthur
9:00 a.m.
10:15 a.m.
30
5to6
5±1
TXI - Plant No. 31
76 - 78°F
3500/28
4
No
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell. Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: October 5, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DAYE PERFORMED: September 23, 1999
Density Te~t Method:
ASTM D-2922 & 3017
Material
Number Description
1 Tan and brown sandy clay
TEST PROCTOR
NO. NO.
89 I
90 I
91 1
92 1
93 1
94 1
95 1
96 1
Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
103.2 18.8
LOCATION
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
98.1 18.7 95.1
Grade Beam AA-l, Area B, 4 feet below
grade
Grade Beam AA-l, Area B, 3 feet below 101.4
grade
Grade 100.5
grade
Grade 102.1
grade
Grade 99.3
grade
Grade Beam K-l, Area A, 3 feet below 102.3
grade
Grade Beam K-l, Area A, 2 feet below 101.5
grade
Grade Beam K-l, Area A, I foot below 104.0
grade
Beam AA-l, Area B, 2 feat below
Beam AA-l, Area B, 1 foot below
Beam K-l, Area A, 4 feet below
19.3 98.3
21.5 97.4
19.7 98.9
18.6 96.3
19.3 99.1
2.3 98.4
17.9 100.9
Remarks: Densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nata Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
Reviewed
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mec Const. REPORT DATE: October 5, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 24, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Stdland Construction
316036 CONCRETE SUPPLIER:
75 PLANT/TRUCK:
76 MIX ID NUMBER:
8:45 AIR (%) (ASTM C-231):
9:45 WATER ADDED (gal):
dear SLUMP (in.) (ASTM C-143):
Grade beam in area "A" on lines D and G
Pioneer
29/1880
9351
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 111 7 10-1-99 110000 3890 3000/28 days
REC 112 28 10-26-99
REC 113 28 10-26-99
REC 114 Hold
Fracture mode is (A) unless otherwise noted
Spedficalions: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/kp
Distribution:
Reviewed By: ~"'~'~''~'
Del-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 5, 1999
PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 24, 1999
CONTRACTOR: JR.,/Paving
TICKET NO.: 1421029
AMBIENT TEMP. (°F): 70
CONCRETE TEMP. (°F) (ASTM C.1064): 78
TIME BATCHED: 8:51
TIME SAMPLED: 9:30
WEATHER CONDITION: sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/837
MIX ID NUMBER: 5.5
AIR (%) (ASTM C-231): 3
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143): 3.5
Pavement on Starlift at station 4+50
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)
REC 106 3 9-27-99 130000 4600 3500/28 days
REC 107 7 10-1-99 137000 4850
REC 108 28 10-26-99
REC 109 28 10-26-99
REC 110 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Tssfing ASTM 0-143, Typesof ~] [~ ~ E~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/kp
Distribution:
Reviewed By: ~
DaI-Mac (~onstruction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrotlton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 5, 1999
PROJECT: Riverchase Elementary School, Coppeil, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 24, 1999
CONTRACTOR: JRJ Paving
TICKET NO.: 1420678
AMBIENT TEMP. (°F): 69
CONCRETE TEMP. (°F) (ASTra C-10~4): 76
TIME BATCHED: 6:02
TIME SAMPLED: 6:50
WEATHER CONDITION: clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: TXI
PLANT/TRUCK: 41/804
MIX ID NUMBER: 5.5
AIR (%) (Aswa c.231): 3.6
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C.143): 3
Pavement on Starliff at station 1+50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
REC 101 3 9-27-99 121000 4280 3500/28 days
REC 102 7 10-1-99 144000 5090
REC 103 28 10-26-99
REC 104 28 10-26-99
REC 105 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof {~] ~ ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
SMH/kp
Distribution:
Reviewed By: ~
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton - Farmers Branch lSD - Tom Bell
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: October 5, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 29, 1999
Density Test Method:
Number Description
1 Flexbase
TEST PROCTOR
NO. NO.
97 1
98 1
Remarks:
ASTM D-2922 & 3017
Material
Method of Compaction: ASTM D-69~
MOISTURE/DENSITY RELATIONS
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
136.1 7.6
LOCATION
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
132.4 7.3 97.2
135.0 7.1 99.6
Tum Lane, 15 feet north off south end of
turn lane, final
Turn Lane, 30 feet north off south end of
turn lane, final
Densities meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillar~
DaI-Mac Construction - Nate ~ayne
City of Coppell - Larry Davis
,/
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
CaITollton - Farmers Branch lSD - Tom Be~
Reviewed By: ~ /