SC-CFBISD Riverchase-LR 990923FUGRO 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 Const. REPORT DATE: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 15, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Flrelane along east side of school (west half)
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:
6:30 a.m.
3:00 p.m.
300
4 - 4-3/4
5+
TXI - Plant No. 31
74 - 89°F
3500/28
16
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: September 23,1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 15, 1999
Density Test Method:
Material
Number Description
1 Dark brown clay
2 Tan and brown sandy clay
TEST PROCTOR
NO. NO.
67 1
68 1
69 2
7O 2
71 2
72 2
73 2
74 2
Remarks: Densities
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
118.4 12.4
103.2 18.8
LOCATION
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
112.8 12.4 95.3
113.4 12.6 95.8
103.9 18.8 100.7
103.3 17.3 100.1
101.9 17.9 98.3
102.4 18.4 98.5
104.3 17.6 100.6
103.0 19.6 99.4
Left turn lane subgrade, 10 feet north off
southeast enf of median, final
Left turn lane subgrade, 45 feet north off
southend of median, final
Electrical conduit trench, AA-20 (line to
Room D-105, final
Electrical conduit trench, AC-15 (line to
Room B-135), final
Electrical conduit trench, V-13 (main
trunks to Rooms Al17, Bl10 & Cl10),
final
Electrical conduit trench, S-9 (line to
Room A117), final
Electrical conduit trench, K-6 (line to
Room B110), final
Electrical conduit trench, K-10 (line to
Room C110), final
meet project specifications unless otherwise noted.
Mike Flute
Fugro South Technician
SMH/bg
Distribution:
DaI-Mac Construction - Jason Lillard
DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
FUGRO SOUTH INC.
Reviewed By: '""~- '"'~, -~_-,"-"---?
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carrollton-Farmers Branch lSD - Tom Bell
IRa
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75~_~
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DA~E PERFORM_~D: September 17, 1999
Density Test Method:
Number
1
ASTM D-2922 & 30t7
MOISTURE/DENSITY RELATIONS
Material
Descdption
Mix tan clay and dark brown clay
76 1
77 1
78 1
79 1
80 I
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
75 1 Grade Beam, gym, Area D by office, 107.1
D119, 2 feet below grade
Grade Beam, gym, Area D by offic, D119, 108.4
1 foot below grade
Grade Beam, east end of gym at mid- 107.0
point, 2 feet below grade
Grade Beam, east end of gym at mid- 107.0
point, 1 foot below grade
Grade Beam, Area B, AE-4.5, 2 feet below 108.0
grade
Grade Beam, Area B, AE-4.5, 1 foot below 109.4
grade
meet project specifications unless otherwise noted.
Remarks: Densities
112.7 15.1
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
16.2 95.1
14.9 96.2
15.3 95.0
15.0 95.0
16.3 95.8
14.7 97.1
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
Dal-Mac Construction - Jason Lillard
OaI-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
Reviewed By:
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 Const. REPORT DATE: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 17, 1999
General Contractor: Dal-mac
Method of Test:
Applicable ACl Recommendations and ASTM Standards
Results I Remarks:
concrete placement observation was performed at the Grade Beams: D1 to D4 and D1 to W2
following location: Pier Caps along lines W, U, R, P, L
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:
8:00 a.m.
12:30 p.m.
70
4.5 to 5.0
5~1
Pioneer -
80 - 86°F
3000/28
4
No
Plant No. 14
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o Dal-Mac Const REPORT DATE: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 17, 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:
Paving - Parent drop off lane from Stadeaf to firelane
and staff parking area, west half to Stall 6 (from north
to south)
6:00 a.m.
1:30 p.m.
270
5 to 5-3/4
5±1
TXI Plant No. 31
70 - 90°F
3500/28
1200
No
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
Reviewed By: ~ - t'~. ~,.,,~ ..-.:.
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 Const. REPORT DATE: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 20, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Paving - Staff Parkiing Lot, southend, northend, middle
following location: parking area
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:
6:00 a.m.
1:00 p.m.
250
5-5.5
5±1
TXI Plant No. 31
74 - 80°F
3500/28
12
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: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 20, 1999
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Tan and brown sandy clay
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
103.2 18.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
81 1 Grease Trap, northend, 4 feet below 98.5
grade
82 I Grease Trap, southend, 4 feet below
grade
MOISTURE
CONTENT PERCENT
PERCENT OF
MAXIMUM DENSITY
19.5 95.4
99.4 2O.3 96.3
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 - Nate Payne
City of Coppell - Larry Davis
City of Coppell - Lee Stone
SHW Group - Joe Craddock
SHW Group - Terry Hoyle
Carroliton - Farmers Branch lSD - Tom Bell
Reviewed By:'~"~ _
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: September 23, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 21, 1999
Density Test Method:
Number
1
ASTM D-2922 & 3017
MOISTURE/DENSITY RELATIONS
Material
Description
Tan and brown sandy clay
Method of Compaction: ASTM D-698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
103.2 18.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
83 1 Grease Trap, east side, 3 feet below 100.3
grade
84 1 Grease Trap, west side, 3 feet below
grade
MOISTURE
CONTENT PERCENT
PERCENT OF
MAXIMUM DENSITY
17.9 97.2
99.9 18.4 96.8
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 - 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
Reviewed By:
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 23,1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 21, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACl Recommendations and ASTM Standards
Results / 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:
Paving - Middle of northend of Staff parking (drive-
through area) Parent lane (Starleaf to Entrance)
Northeast Play area
6:00 a.m.
11:00 a.m.
200
5 to 5.5
5+1
TXI
63 - 67°F
3500/28
8
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:
COMPRESSIVE STRENGTH OF GROUT CUBES
Carroltton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: September 23, 1999
Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184
SAMPLE DATE: August 25, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
11:51
Type 9000
Time Sampled: 1:10
SAMPLE AGE ~ DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(.days) (sq, in.) (lbs.) (psi) . (psi/days)
REC 54 3 08/28/99 4.0 22170 5543 4000/28
REC 55 3 08/28/99 4.0 23000 5750
REC 56 7 09/01/99 4.0 24840 6210
REC 57 7 09/01/99 4.0 24410 6103
REC 58 28 09/22/99 4.0 28170 7043
REC 59 28 09/22/99 4.0 28340 7085
REC 60 Hold 4.0
REC 61 Hold 4.0
REC 62 Hold 4.0
Remarks:
Thomas Cranford
Fugro South Technician
FUGRO SOUTH INC.
SMH/rm
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Carrollton-Farmers Branch lSD, c/o DaI-Mac ConstructionREPORT DATE: September 23, 1
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE:
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Odgin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs~cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Liquid Limit:
Plastic Limit:
Plasticity Index:
September 15, 1999
ASTM D-698
Flexbase
MacArthur, left turn lane into school
Moist
Mechanical
136.1
7.6
18
14
4
Greg Forsythe
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