SC-CFBISD Riverchase-LR 990927FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-83{31; Fax (972) 620-7328
CLIENT:
PROJECT:
OBSERVATION OF CONCRETE PLACEMENT
Carrollton-Farmers Branch lSD, c/o Dal-Mac Construction REPORT DATE: September 27,
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 22, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Pavement on Grade - Firelane between staff parking
following location: and play area and east half of northeast play 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.
12:00 p.m.
260
5to6
5+1
TXl Plant No. 31
°F
3600/28
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) 820-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: September 27, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September_~_~, 1999
Density Test Method:
Material
Number Description
1 Tan and brown sandy clay
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
103.2 18.8
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
85 I Grease Pit, north side, 2 feet below grade 99.3
86 1 Grease Pit, south side, 2 feet below grade 100.1
87 1 Grease Pit, east side, 1 foot below grade 98.8
88 I Grease Pit, west side, I foot below grade 104.3
Remarks: Densities meet project specifications unless otherwise noted.
MOISTURE PERCENT OF
CONTENT PERCENT MAXIMUM DENSITY
19.8 96.3
20.0 97.3
17.2 95.8
16.9 101.1
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
COMPRESSIVE STRENGTH OF GROUT CUBES
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const.
Riverchase Elementary School, Coppell, Texas
Report Date: September 27, 1999
Project No.: 0791-2184
SAMPLE DATE: August 26, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C- 109
Pile B-64
12:38
Type 9000
Time Sampled: 1:23
SAMPLE AGE DATE AREA APPLIED cOMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in,) (lbs.) (psi) (psi/dayS)
REC 63 4 08/30~99 4.0 17830 4458 4000/28
REC 64 4 08130199 4.0 17640 4410
REC 65 7 09/02/99 4.0 18480 4620
REC 66 7 09/02/99 4.0 18620 4655
REC 67 28 09/23/99 4.0 24650 6163
REC 68 28 09/23/99 4.0 24570 6143
REC 69 Hold 4.0
REC 70 Hold 4.0
REC 71 Hold 4.0
Remarks:
Mike Flute
Fugro South Technician
SMH/rm
Distribution:
FUGRO SOUTH INC.
J
Reviewed By: ~ ....
DaI-Mac Construction - Jasonf Lillard DaI-Mac Construction - Nate Payne
City of Coppell - Larry Davis / City of Coppell - Lee Stone
SHVV 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
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: September 27, 1999
Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184
SAMPLE DATE': August 30, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
A-7 and A-8
9:58
Type 9000
Time Sampled: 11:15
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH sTRENGTH
(days) (sq; inK) ~ (lbs.) (psi) (psi/daYs)
REC 81 3 9.2-99 4.0 15810 3953 4000/28
REC 82 3 9-2-99 4.0 15900 3975
REC 83 7 9-6-99 4.0 17850 4463
REC 84 7 9-6-99 4.0 18010 4503
REC 85 28 9-27-99 4.0 24970 6243
REC 86 28 9-27-99 4.0 24800 6200
REC 87 Hold 4.0
REC 88 Hold 4.0
REC 89 Hold 4.0
Remarks;
Pompey McGee
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.
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 27, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 24, 1999 ..
General Contractor: Del-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Pavement - On the right south side of street
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:
6:00 a.m.
12:30 p.m.
300
3-3.5
3-5
TXI - Plant No. 41
76 - 78°F
3500 psi/28
10
No
Frank Daniel
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
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.
CLIENT:
PROJECT:
2880 Vlrgo 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 27, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DA¥~ PERFORMED: September 24,1999
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 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:
Grade Beams in Area A and C on Lines D from 4 to 14
and on Lines 15 from A to R
9:00 a.m.
2:30 p.m.
50
5 to 5
3-5
Pioneer - Plant No. 29
76OF
3000 psi/28
4
No
Frank Daniel
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