SC-CFBISD Riverchase-LR 990909FUGRO SOUTH, INC.
2880 Virgo Lane
Dallas, Texas 75229
Tel
Telefax
Internet
: 972 484-8301
: 972 620-7328
: http://www.fugro.com/
FAX MESSAGE
TO: Jason Lillard
COMPANY: Dalmac
DATE: September 9, 1999
PAGE: 1 Of
FAX NO. 972-745-7764
FROM:
SUBJECT:
Nabil Mikhail
AClP
Riverchase Elementary School
Coppell, Texas
Report No. 0791-2184
COPY:
Pile No. Initial Depth(feet) Actual Depth (feet)
A-3 65 67
A-4 85 55
A-5 85 59
A-12 65 53
A'13 85 50
A-18 60 56
A-19 '65 52
A-20 85 65
A-23 65 67
A-25 65 60
A-26 65 55
A-27 85 77
A-32 65 62
A-33 65 62
A-36 65 m-drilled
A-37 65 57
A-38 65 60
A-39 85 80
A-40 85 80
A-44 65 55
A-45 65 55
A-46 e5 55 (rejected)
*A-46a 65
*A-46b 65
C-90 65 59
C-99 85 80
D-119 85 84
*Piles added next to the rejected pile A-46 based on the structural engineer's recommendations.
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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 9, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 1, 1999
General Contractor: DaI-Mac
Method of Test:
Applicable ACI Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Gym Grade Beams: Building D
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:
10:00 a.m.
1:30 p.m.
60
5
5
Pioneer - Plant No. 25
98OF
3000/28
4
No
William Granger
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:
MOISTURE/DENSITY RELATIONSHIP OF SOILS
Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: September 9, 1999
Riverchase Elementary School. Coppell, Texas PROJECT NO: 0791-2184
SAMPLE DATE: September 1, 1999
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ASTM D-698(A)
Brown silty sandy clay with some rock (lime treated)
Fire Lane on east side of school
Moist
Manual
103.9
18.3
William Granger
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 9, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
Density Test Method:
Number Description
1
DATE PERFORMED: August 26, 1999
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Maximum Dry Density (pcf) Optimum Moisture (%)
Tan and brown sandy clay 103.2 18.8
TEST PROCTOR
NO. NO.
51 1
52 1
Remarks:
LOCATION
Retest of Test No. 30 dated 8-5-99
Retest of Test No. 31 dated 8-5-99
Densities meet project specifications unless otherwise noted.
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
100.3 19.3 97.2
100.0 18.7 96.9
Mike Flute
Fugro South Technician
FUGRO SOUTH INC.
SMH/bg
Distribution:
DaI-Mac Construction - Jason Liilard
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.
ilo
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 9, 1999
Project No.: 0791-2184
SAMPLE DATE: August 24, 1999
General Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
DaI-Mac Construction / Berkel
ASTM C-109
Piers D-138 and D-139
2:20 PM
Type 9000B
Time Sampled: 2:30 PM
SAMPLE 'AGE DATE AREA APPLIED COMPRESSIVE : REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) .. (psi/days)
REC 45 3 8/27/99 4.0 16930 4233 4000/28
REC 46 3 8~27/99 4.0 16890 4223
REC 47 10 8/03/99 4.0 26810 6703
REC 48 10 8/03~99 4.0 26530 6633
REC 49 28 9/21/99 4.0
REC 50 28 9/21/99 4.0
REC 51 Hold 4.0
REC 52 Hold 4.0
REC 53 Hold 4.0
Remarks:
Jose Rivera
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:
FIELD DENSITY REPORT
Carrollton-Farmers Branch lSD, c/o DaI-Mac Construction REPORT DATE: September 9, 1999
Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184
DATE PERFORMED: September 3, 1999
Density Test Method:
Number
1
ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Description Maximum Dry Density (pcf} Optimum Moisture (%)
Brown silty sandy clay with some rock (lime 103.9 18.3
treated)
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
53 1 Paving subgrade, east fire lane off Star 99.0 19.1 95.3
54 1
55 1
56 1
57 I
Leaf Drive, 50 feet, final
Paving subgrade, east fire lane off Star 101.7
Leaf Drive, 150 feet, final
Paving subgrade, southeast fire lane 100.4
around southeast parking lot, final
Paving subgrade, southeast parking lot, 102.1
north side, final
Paving subgrade, southeast parking lot, 101.5
south side, final
Remarks:
Densities meet project specifications unless otherwise noted.
18.6 97.9
19.5 96.6
18.4 98.3
18.9 97.7
William Granger
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: