Magnolia Park-LR 970809FUGRO-McCLELLAND (SOUTHWEST), INC.
GENERAL REPORT
CLIENT: Eastern Development REPORT
PROJECT: Magnolia Park, Coppell, Texas PRO
Services Performed: Visual Inspection
Weather Conditions: Sunny
Contractors on Site: Metro - Plex Exc.
Remarks: On this date, a representative of Fugro-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
In place Densities and Moisture test were performed at the following locations:
1. Natches Trace, natural sub-grade, station 18+00 and 16+00
2. Levee Place, station 3+50, 4th lift
3. Block B, Lots 4 to 7, back fill,
4. Visual inspections of proof rolling on the exposed sub-grade, after the 2.5 feet over
and half of lot 6, 7
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
FUGRO-McCLELLAND
Sea d ~. ~~E.
Vice President
2880 Virgo Lane; Dallas, Texas 75229
~h (972) 484-8301; Fax (972) 620-7328
)ATE: August 9, 1997
JECT NO: 0771-2112
above mentioned project
excavated at, Lot 4, 5,
OUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
2
Eastern Development
Magnolia Park, Coppell, Texas
FIELD DENSITY REPORT
REPC
PI
Material
Description
Tan shaley sandy clay mixed with brown sandy
clay
Medium brown clayey sand
TEST PROCTOR
NO. NO.
122 1
123 2
124 1
125 1
126 2
127 1
128 1
129 1
130 1
Remarks:
MOISTURE/DENSITY RELATIONS
Pro~
Maximum Dry Densit,
103.2
2880 Virgo Lane; Dallas, Texas 75229
'h (972) 484-8301; Fax (972) 620-7328
RT DATE: August 9, 1997
~OJECT NO.: 0771-2112
:tor Results
(pcf) Optimum Moisture (%)
19.5
TEST RESULTS
LOCATION UNIT DRY
WEIGHT
Paving, Natches Trace, sub-grade, station 101.5
18+00, Natural
Paving, Natches Trace, sub-grade, west 107.9
road, station 16+00, Natural
Paving, Levee Place, station 3+50, 4th lift 103.5
Block D, Lot 11, final 98.1
Block B, Lot 5, Natural 114.6
Block B, Lot 6, Natural 104.4
Block B, Lot 7, Natural 103.0
Block B, Lot4, 1st lift 101.6
Block B, Lot 7, back fill, 1st lift 101.4
All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
113.3
MOISrURE
CONTENT PERCENT
1~;.1
1,~;.7
2;:.4
2::.5
1~.3
2;;.3
2(I.3
2'.2
13.0
PERCENT OF
MAXIMUM DENSITY
98.3
FUGRO-McCLELLAt
Checked by:
95.2
100.3
95.1
101.1
101.1
99.8
98.5
98.3
ID (SOUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
'h (972) 484-8301; Fax (972) 620-7328
GENERAL REPORT
CLIENT: Eastern Development REPORT
PROJECT: Magnolia Park, Coppell, Texas PRC
Services Performed: Visual Inspection
Weather Conditions: Partly Cloudy
Contractors on Site: Metro - Plex Exc.
Remarks: On this date, a representative of Fugro-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
Observed the proof rolling on the 2,5 feet over excavated sub-grade at the following loc.
1. Natches Trace Drive, station 0+00 to station 4+00
2. Natches Trace cai-de-sac A
3. Natches Trace cai-de-sac C
4. Block B, Lots 8, 9, and 10
Densities and Moisture test were performed on the back fill at different locations.
)ATE: August 9, 1997
IECT NO: 0771-2112
above mentioned project
ations:
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
FUGRO-McCLELLAND (S
Saad M. Hineidi, P.E.
Vice President
OUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
2
DescHpfion
FIELD DENSITY REPORT
Eastern Development REPC
Magnolia Park, Coppell, Texas Pr
MOISTURE/DENSITY RELATIONS
Material Pro~
Yellowish brown sandy shaley clay
Brown and gray shaley clay
TEST PROCTOR
NO. NO.
153 1
154 2
155 1
156 2
157 1
158 2
159 2
160 1
161 1
162 1
163 2
Remarks:
LOCATION
TEST RESULTS
Paving sub-grade, Natches Trace B, back
fill, north side, station 0+40, 3rd lift, final
Paving sub-grade, Natches Trace Ddve, 98.7
back fill, station 11+00, 2nd lift
Paving sub-grade, Natches Trace Drive, 93.9
back fill, station 4+50, 1st lift
Paving sub-grade, Waverly Lane, back fill, 93.9
station 4+50, 1st lift
Block C, Lot 6, 3rd lift 104.8
Block C, Lot 4, 3rd lift 96.6
Paving sub-grade, Levee Place, back fill, 94.7
station 3+25, 5th lift
Paving sub-grade, Natches Trace Drive, 100.0
back fill, station 10+50, 3rd lift, final
Block C, Lot 8, back fill, 1st lift 98.9
Block C, Lot 10, back fill, 1st lift 100.3
Paving sub-grade, Waverly Lane, back fill, 93.5
station 4+00, 2nd lift
Maximum Dry Densit3
UNIT DRY
WEIGHT
101.3
All densities meet project specifications unless otherwise noted.
2880 Virgo Lane; Dallas, Texas 75229
h (972) 484-8301; Fax (972) 620-7328
~,T DATE: August 9, 1997
[OJECT NO,: 0771-2112
:tor Results
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
(pcf)
104.2
97,0
MOIS 'URE
CONTENT PERCENT
1~ .8
25.8
2(..0
2(;.0
24.6
2(;.5
2i
2,";.5
2'.6
1,(~.2
2~L0
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Optimum Moisture (%)
20.6
24.0
PERCENT OF
MAXIMUM DENSITY
97.2
101.7
100.6
99.6
97.6
96.0
95.0
96.3
97.4
FUGRO-McCLELLA!iD (SOUTHWEST), INC.
Checked by:
FUGRO-McCL-I=L_LAND (SOUTHWEST), INC.
GENERAL REPORT
CLIENT: Eastern Development REPORT I'
PROJECT: Magnolia Park, Coppell, Texas PRO,~
: DAILY AC~IVI~ REPOR~!~ jUly31!; 199~i i i
Services Performed: Visual Inspection
Weather Conditions: Mostly Sunny
Contractom on Site: Metro - Plex Exc.
Remarks: On this date, a representative of Fugro-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
Visually observed the proof rolling on the 2.5 feet over excavated sub-grade at the follo~
1. Block A, Lots 10 to 20,
2. Block C, Lots 13, 14, and 15
3. Block C, Lots 2, and 3
4. Block D, Lots 4, 5, and 6
5. Densities and Moisture test were performed on the over excavated back fill at differ~
Jose Rivera
Fugro-McClelland Technician
FUGRO-McCLELLAND (S
Saad M. Hineidi, P.E.
Vice President
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
~880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
ATE: August 9, 1997
ECT NO: 0771-2112
above mentioned project
ring locations:
.~nt locations.
OUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
2
3
TEST
NO.
164
165
166
167
168
169
170
171
172
FIELD DENSITY REPORT
Eastern Development REPOI
Magnolia Park, Coppell, Texas PF
Descdpfion
Material
MOISTURE/DENSITY RELATIONS
Pro(
Maximum Dry Densit3
~880 Vlrgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
DATE: August 9, 1997
[OJECT NO.: 0771-2112
:tor Results
(pcf)
Remarks:
Yellowish brown sandy shaley clay
Brown sandy clay mixed with tan and gray
calcareous clay
Tan and yellow shale with some clay
TEST RESULTS
PROCTOR
NO.
1
1
1
1
LOCATION
Block A, Lot 19, back fill, 1st lift
Block A, Lot 17, back fill, 1st lift
Block A, Lot 15, back fill, 1st lift
Paving sub-grade, Natches Trace, cai-de-
sac A, back fill, 1st lift
1 Block A, Lot 13, back fill, 1st lift 100.0
1 Block A, Lot 11, 1st lift 100.3
2 Block C, Lot 9, 2nd lift 104.3
3 Paving sub-grade, Waverly Lane, back fill, 95.3
station 4+25, 3rd lift, final
1 Block D, Lot 8, back fill, 3rd lift 102.2
All densities meet project specifications unless otherwise noted.
UNIT DRY
WEIGHT
101.0
104.0
101.1
104.0
104.2
108.3
96.0
MOIS FURE
CONTENT PERCENT
21.7
2," .0
2'~ .7
24.3
1,(~.7
2~i.6
1(h8
2~.2
2:!.0
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
FUGRO-McCLELLAI
Checked by:
Optimum Moisture (%)
20.6
17.5
24.5
PERCENT OF
MAXIMUM DENSITY
96.9
99.8
97.0
99.8
96.0
96.3
96.3
99.3
98.1
~ID (SOUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
GENERAL REPORT
2880 Virgo Lane; Dallas, Texas 75229
P (972) 484-8301; Fax (972) 620-7328
CLIENT: Eastern Development
PROJECT: Magnolia Park, Coppell, Texas
Services Performed:
Weather Conditions:
Contractors on Site:
Visual Inspection
Mostly Sunny
Metro - Plex Exc.
REPORT r
PRO.
~.TE: August 9, 1997
=CT NO: 0771-2112
Remarks: On this date, a representative of Fugro-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
Visually observed the proof rolling operations on the following locations:
1. Notches Trace Road, station 14+00 to station 4+00
2. Levee Plantation, station 0+00 to station 2+50
3. Densities and Moisture tests were performed at different places.
Note:
1. Levee Plantation at station 0+50, observed that the exposed sub-grade was too we
Metro Plex Exc. had to excavate on extra foot and half and back fill with dried mate
lbove mentioned project
and bumping, therefor
iai.
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
FUGRO-McCLELLAND
Saad M. H~
Vice President
OUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
2
Description
FIELD DENSITY REPORT
Eastern Development REPOi
Magnolia Park, Coppell, Texas PF
MOISTURE/DENSITY RELATIONS
Material Proc
Tan sandy clay mixed with some light brown clay
Dark gray silty clay
Medium brown clayey sand
TEST PROCTOR
NO. NO.
137 1
LOCATION
138
139
140
141
142
143
Remarks:
TEST RESULTS
Maximum Dry Densit3
UNIT DRY
WEIGHT
Paving sub-grade, Natches Trace, north, 96.6
station 17+00, 3rd lift
1 Paving sub-grade, Natches Trace, south, 96.0
station 15+00, 2nd lift
1 Paving sub-grade, Levee Plantation, 96.8
station 0+60, 1st lift
1 Paving sub-grade, Natches Trace, backfill, 93.1
station 14+00, 1st lift
1 Paving sub-grade, Natches Trace, B, 93.4
north side, station 0+50, 1st lift
2 Block B, Lot 4, back fill, 5th lift 102.2
2 Paving sub-grade, Levee Plantation, back 102.1
fill, station 1+00, 2nd lift
All densities meet project specifications unless otherwise noted.
2880 Virgo Lane; Dallas, Texas 75229
~ (972) 484-8301; Fax (972) 620-7328
[T DATE: August 9,1997
~OJECTNO.: 0771-2112
*,tor Results
Jose Rivera
Fugro-McClelland Technician
96.0
104.7
113.3
(pcf)
MOIS' r'URE
CONTENT PERCENT
2(~ .4
2(~.1
2Z1.8
2~, .9
2; .2
1c. .0
2,' .5
Optimum Moisture (%)
23.5
20.0
13.0
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
SMH/mv
Distribution:
PERCENT OF
MAXIMUM DENSITY
FUGRO-McCLELLA~
Checked by:
100.6
100.0
100.8
97.0
97.3
97.6
97.5
ID (SOUTHWEST), INC.
FUGRO-McCLE/I-AND (SOUTHWEST), INC.
GENERAL REPORT
2880 Virgo Lane; Dallas, Texas 75229
'h (972) 484-8301; Fax (972) 620-7328
CLIENT: Eastern Development
PROJECT: Magnolia Park, Coppell, Texas
REPORT pATE: August 9, 1997
PRO~IECT NO: 0771-2112
Services Performed: Visual Inspection
Weather Conditions: Partly Cloudy
Contractors on Site: Metro - Plex Exc.
Remarks: On this date, a representative of Fugro-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
1. Visually observed the proof rolling operations at Natches Trace cai-de-sac B, after
feet.
2. Observed that the exposed sub-grade was free of any wet spots or bumping areas
In place Densities and Moisture test were performed on the following locations:
1. Block B, Lots 4, 5, and 6, back fill lifts
2. Natches Trace, north and south roads, 1st and 2nd lifts.
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
FUGRO-McCLEi~LAND
Saad M. Hineidi, P.E.
Vice President
above mentioned project
~3eing over excavated 2.5
;OUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
2
FIELD DENSITY REPORT
Eastern Development REPOi
Magnolia Park, Coppell, Texas PF
MOISTURE/DENSITY RELATIONS
Material
Description
Tan and yellow shale with some clay
Dark gray silty clay
TEST PROCTOR
NO. NO.
131 1
132 1
133 2
134 1
LOCATION
135
136
Remarks:
Pro(
TEST RESULTS
2880 Virgo Lane; Dallas, Texas 75229
~ (972) 484-8301; Fax (972) 620-7328
~,T DATE: August 9, 1997
~,OJECT NO.: 0771-2112
tor Results
Block B, Lot 4, back fill, 3rd loft
Block B, Lot 6, back fill, 2nd lift
Block B, Lot 5, back fill, 3rd lift
Paving sub-grade, Natches Trace, south,
station 16+50, 1st lift
1 Paving sub-grade, Natches Trace, south, 93.7
station 16+00, 1st lift
1 Paving sub-grade, Natches Trace, south, 95.0
station 17+00, 2nd lift
All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro-McClelland Technician
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Maximum Dry Density
96.0
104.7
UNIT DRY
WEIGHT
93.0
95.2
100.2
94.4
(pcf)
MOIS;
CONTENT
25
22
23
25
SMH/mv
Distribution:
'URE
=ERCENT
7
4
2
0
26
24
FUGRO-McCLELLAN
Checked by:
Optimum Moisture (%)
24.5
20.0
PERCENT OF
MAXIMUM DENSITY
96.9
99.1
95.7
98.3
97.0
98.9
D (SOUTHWEST), INC.