Magnolia Park-LR 970812FUGRO-McCLELLAND (SOUTHWEST), INC.
.'mD
GENERAL REPORT
CLIENT: Eastern Development REPORT r
PROJECT: Magnolia Park, Coppell, Texas PRO,
. D~ILY ACTIVin: REPORT'~ A'ugust 4; 1997: :.:.i!
Services Performed:
Weather Conditions:
Contractors on Site:
Visual Inspection
Partly Cloudy
Metro - Plex Excavation
Remarks: On this date, a representative of Fugm-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
1.
2.
2880 Virgo Lane; Dallas, Texas 75229
h (972) 484-8301; Fax (972) 620-7328
~.TE: August 12, 1997
IECT NO: 0771-2112
Densities and Moisture test were performed on the back fill for over excavated area
Beginning with over excavations 2.5 feet on Block E, Lots 34, 35, and 36.
above mentioned project
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:
FIELD DENSITY REPORT
Eastern Development REPOR
Magnolia Park, Coppell, Texas Pi=
2880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
DATE: August 12, 1997
[OJECT NO.: 0771-2112
Page 1
MOISTURE/DENSITY RELATIONS
Material Proc
Description Maximum Dry Densit3
Dark gray and medium brown very silty clay 110.3
Brown and gray shaley clay 97.0
Tan shaley sandy clay mixed with brown sandy 103.2
clay
Number
1
2
3
TEST
NO.
205
206
207
214
TEST RESULTS
216
PROCTOR LOCATION UNIT DRY MOIS'
NO. WEIGHT CONTENT
1 Block D, Lot 10, 3rd lift, final 104.9 14
2 Block D, Lot 5, back fill, 1st lift 96.9 27
1 Alley C, paving sub-grade, back fill, 107.3 17
station 3+00, 2nd lift
208 2 Alley C, paving sub-grade, back fill, 98.4 25
station 6+00, 2nd lift
209 1 Block C, Lot 15, back fill, 3rd lift 111.4 17
210 2 Block C, Lot 13, back fill, 3rd lift 97.9 2E
211 3 Block C, Lot 11, back fill, 3rd lift 98.9
212 3 Waverly Lane, paving sub-grade, station 100.7 1
7+50, 1st lift
213 3 Alley A-l, paving sub-grade, station 3+00, 101.5
1st lift
Natches Drive, paving sub-grade, back fill, 112.4
station 15+00, 1st lift
215 1 Natches Ddve, paving sub-grade, backfill. 110.1 1E
Station 14+62, 3rd lift
Alley A-2, paving sub-grade, back fill, 95.9
station 3+50, 2nd lift
1E
2;
;tor Results
(pcf) Optimum Moisture (%)
16.0
24.0
19.5
F'URE PERCENT OF
PERCENT MAXIMUM DENSITY
.1 95.1
.4 99.8
.8 97.3
.3 101.4
.1 100.9
.9 100.9
.1 95.8
.2 97.6
.0 98.3
.0 101.9
.2 gg.g
.9 98.8
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
TEST PROCTOR
NO. NO.
217 I
218
219
LOCATION
TEST RESULTS
UNIT DRY
WEIGHT
Remarks:
Alley A-2, paving sub-grade, back fill,
station 7+00, 2nd lift
105.8
I Alley A-2, paving sub-grade, back fill, 108.9
station 11+00, 2nd lift
I Natches Trace, C, paving sub-grade, back 107.9
fill, cul-de-sac, 3rd lift
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
REPOR
PF
MOIS'
CONTENT
2880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
DATE: August 12, 1997
~OJECT NO.: 0771-2112
Page 2
'URE PERCENT OF
PERCENT MAXIMUM DENSITY
17
17
19
FUGRO-McCLELLAN
Checked by:
95.9
98.7
.0 97.8
D (SOUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Eastern Development
Magnolia Park, Coppell, Texas
GENERAL REPORT
REPORT E
PRO,
2880 virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
,TE: August 12, 1997
IECT NO: 0771-2112
Services Performed: visual Inspection
Weather Conditions: Mostly Sunny
Contractors on Site: Metro - Plex Excavation
Remarks: On this date, a representative of Fugro-McClelland was present on the
to perform the following tests and observations as requested:
Soils:
1. The 2.5 feet over excavation at area B have been completed.
2. Densities and Moisture test were performed on the 2.5 feet over excavation sub-gm
3. Back fill at different locations.
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
~bove mentioned project
de.
3UTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
GENERAL REPORT
CLIENT: Eastern Development REPORT DJ
PROJECT: Magnolia Park, Coppell, Texas PRO;
Services Performed: Visual Inspection
Weather Conditions: Mostly Sunny
Contractom on Site: Metro - Plex excavation
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 excavation sub-grade at the folio
1. Block A, Lot 1 through 9. Block C, Lot 11 through 15.
2. Alley A1
3. Alley A-2
4. Alley A-3
5. Waverly Lane, station 5+28 to station 10+00
6. Alley C
7. Density and Moisture test were performed at different back fill locations
2880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
~TE: August 12, 1997
ECT NO: 0771-2112
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
)UTHWEST), INC.
ring locations:
tbove mentioned project
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastern Development REPOR
Magnolia Park, Coppell, Texas PF
Number
1
2
3
TEST
NO.
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
MOISTURE/DENSITY RELATIONS
Material
DescHpflon
Yellowish brown sandy shaley clay
Dark gray and medium brown very silty clay
Tan sandy clay mixed with some light brown clay
PROCTOR
NO.
1
2
2
1
1
3
3
3
1
3
1
1
1
3
3
1
1
1
1
TEST RESULTS
LOCATION
Natches Trace, cul-de-sac, paving sub-
grade, 1st lift
Block C, Lot 15, back fill, 1st lift
Block C, Lot 13, 1st lift
Block C, Lot 11, 1st lift
Natches Trace, cul-de-sac, paving sub-
grade, back fill, 2nd lift
Block A, Lot 7, back fill, 1st lift
Block A, Lot 9, back fill, 1st lift
Block A, Lot 6, back fill, 2nd lift
Block A, Lot 8, back fill, 2nd lift
Block A, Lot 10, back fill, 2nd lift
Block A, Lot 1, back fill, 1st lift
Block A, Lot 3, back fill, 1st lift
Block A, Lot 5, back fill, 1st lift
Block A, Lot 12, back fill, 2nd lift
Block A, Lot 14, back fill, 2nd lift
Block A, Lot 16, back fill, 2nd lift
Block A, Lot 18, back fill, 2nd lift
Block A, Lot 20, back fill, 2nd lift
Natches Trace, paving sub-grade, back
fill, cul-de-sac, 2nd lift
Proc
Maximum Dry Densit~
104.2
110.3
96.0
UNIT DRY MOIS'
WEIGHT CONTENT
104.7 19
107.2 14.2
108.0 15.7
105.2 20.2
102.9 21.2
93.5 26
94.2 27
92.3
102.4 1
94.2 2
100.9 22
99.3 2,!
102.0
92.6 2E
93.8 2~
103.2 1...
100.1
102.2 21
99.6 2"
2880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
DATE: August 12, 1997
[OJECT NO.: 0771-2112
Page I
*,tor Results
(pcf) Optimum Moisture (%)
20.6
16.0
23.5
~URE PERCENT OF
PERCENT MAXIMUM DENSITY
.4 100.5
.3
.8
.4
.2
.7
.2
.4
.5
.3
.9
.8
.3
.7
..1
97.2
97.9
101.0
98.8
97.4
98.2
96.1
98.3
98.1
96.8
95.3
97.9
96.5
97.7
99.0
96.1
98.0
95.6
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
TEST PROCTOR
NO. NO.
192 1
193 3
194 3
195 1
Remarks:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
LOCATION
TEST RESULTS
UNIT DRY
WEIGHT
Alley A-2, paving sub-grade, back fill,
station 1 +50, 1st lift
Alley A-2, paving sub-grade, back fill,
station 4+00, 1st lift
Alley A-2, paving sub-grade, back fill,
station 7+00, 1st lift
Alley A-2, paving sub-grade, back fill,
station 10+50, 1st lift
102.3
94.5
103.8
All densities meet project specifications unless othenvise noted.
2880 Vlrgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
Eastem Development- Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
REPOR
PF
MOI$'
CONTENT
DATE: August 12, 1997
',OJECT NO.: 0771-2112
Page 2
22
26
23
19
FUGRO-McCLELLAN
Checked by:
'URE PERCENT OF
=ERCENT MAXIMUM DENSITY
6 98.1
4 100.9
7 98.5
7 99.6
D (SOUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
2
3
Description
FIELD DENSITY REPORT
Eastern Development REPOR
Magnolia Park, Coppell, Texas PF
Material
MOISTURE/DENSITY RELATIONS
Brown and gray shaley clay
Dark gray and medium brown very silty clay
Yellowish brown sandy shaley clay
TEST PROCTOR
NO. NO.
196 2
197 2
198 1
199
Proc
Maximum Dry Densi~
97.0
110.3
104.2
2O0
201
202
2O3
2880 Virgo Lane; Dallas, Texas 75229
~ (972) 484-8301; Fax (972) 620-7328
r DATE: August 12, 1997
',OJECT NO.: 0771-2112
204
TEST RESULTS
LOCATION
Remarks:
Block C, Lot 12, 2nd lift
Block C, Lot 14, back fill, 2nd lift
Paving sub-grade, back fill, Alley C,
station 6+50, 1st lift
1 Paving sub-grade, back fill, Alley C, 99.1
station 2+00, 1st lift
2 Paving sub-grade, Natches Trace, C, cul- 107.3
de-sac area, 3rd lift, final
1 Paving sub-grade, back fill, Natches Trace 95.7
Drive, station 1+00, 2nd lift
2 Paving sub-grade, Natches Trace Drive, 106.0
station 4+00, 2nd lift
3 Paving sub-grade, Natches Trace Drive, 104.2
station 7+00, 2nd lift
2 Paving sub-grade, Levee Plantation, back 105.0
fill, station 0+75, 1st lift
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
UNIT DRY MOIS;
WEIGHT CONTENT
106.2 18
106.8 17
96.0 26
26
tor Results
(pcf) Optimum Moisture (%)
24.0
16.0
20.6
16
26
17
22
20
FUGRO-McCLELLAN
Checked by:
'URE
=ERCENT
5
8
7
3
9
3
0
2
PERCENT OF
MAXIMUM DENSITY
96.3
96.8
99.0
102.2
97.3
98.6
100.0
95.6
D (SOUTHWEST), INC.