Magnolia Park-LR 970729FUGRO-McCLELLAND (SOUTHWEST), INC.
GENERAL REPORT
CLIENT: Eastern Development REPORT
PROJECT: Magnolia Park, Coppeil, Texas PRO.
2880 Virgo Lane; Dallas, Texas 75229
1 (972) 484-8301; Fax (972) 620-7328
DATE: July 29, 1997
IECT NO: 0771-2112
Services Performed: Visual Inspection
Weather Conditions: Mostly Sunny
Contractors on Site: Metro - Plex Excavating
Remarks: On this date, a representative of Fugro-McClelland was present on the
project to perform the following tests and observations as requested:
Soils:
1. Density and Moisture tests were performed on 2nd lift. Block E, Lots 13, 15, and 1
1st lift, station 2+50 to station 7+00
2. Also in natural subgrade for Levee Place ( south road) station 1+00 to station 4+0t
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. Hine~li, P.E.
Vice President
above mentioned
'. Stanton Hall Ddve on
).
OUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
CLIENT: Eastem Development REP
PROJECT: Magnolia Park, Coppell, Texas P
MOISTURE/DENSITY RELATIONS
Material Pre
Number Description Maximum Dry Dens1
1 Yellowish brown sandy shaley clay 104.2
2 Dark gray and medium brown very silty clay 110.3
3 Medium brown clayey sand 113.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MO~
NO. NO. WEIGHT CONTEN
77 I Paving subgrade, Stanton Hall Drive, 100.9
station 3+50, 1st lift
Paving subgrade, Stanton Hall Drive,
station 6+00, 1st lift
Block E, Lot 13, 2nd lift
Block E, Lot 15, 2nd lift
Block E, Lot 17, 2nd lift
Paving subgrade, Levee Place south
road, station 4+50, natural
Paving subgrade, Levee Place south
road, station 1+35, natural
78 2
109.7
79 2 111.8
80 2 110.9
81 2 108.8
82 2 109.0
83 2
113.6
Remarks: All densities meet project specifications unless othen~ise noted.
Jose Rivera
Fugro-McClelland Technician
FUGRO-McCLELI. J
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by:
2880 Virgo Lane; Dallas, Texas 75229
~ (972) 484-8301; Fax (972) 620-7328
~)RT DATE: July 29, 1997
ROJECT NO.: 0771-2112
,ctor Results
ly (pcf) Optimum Moisture (Ye)
20.6
16.0
13.0
STURE PERCENT OF
PERCENT MAXIMUM DENSITY
96.8
9.2 99.4
7.3 101.3
6.5 100.5
6.1 98.6
7.2 98.8
2.9 100.3
ND (SOUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
MOISTURE/DENSITY RELATIONSHIP OF
~880 Vlrgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
SOILS
CLIENT: Eastem Development REPORT DATE: July 29, 1997
PROJECT: Magnolia Park, Coppell, Texas PRO~JECT NO: 0771-2112
/
METHOD OF TEST:
SAMPLE IDENTIFICATION:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (lbs/CE fi)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Uquid Emit:
Plastic Emit:
Plasticity Index:
GRAIN SIZE:
Percent Passing (-200) Sieve:
Jose Rivera
Fugro-McClelland Technician
SMH/mv
Distribution:
ASTM D-698A
Medium brown clayey sand
On site
Moist
Mechanical
113.3
13.0
17
8
9
nJa
FUGRO-McCLELLAND (SOUTH~,
Checked by: S'~)~
Eastem Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
VEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
.~880 Virgo Lane; Dallas, Texas 75229
(972) 484.8301; Fax (972) 620-7328
CLIENT:
PROJECT:
Eastern Development
Magnolia Park, Coppeil, Texas
REPORT DATE: July 29, 1007
PROJECT NO.. 0771-2112
MOISTURE/DENSITY RELATIONS
Material Pre
Number Deecription Maximum Dry Densi
1 Dark gray and medium brown very silty clay 110.3
2 Dark gray silty clay 104.7
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
69 2 Block B, Lot 2, 1st lift 102.7
70 I Block C, Lot 2, 1st lift 107.5
71 I Block C, Lot 4, 1st lift 105.2
72 2 Block C, Lot 6, 1st lift 101.4
73 I Paving subgrade, Levee Place, station 110.5
2+50, 1st lift
74 I Block E, Lot 2, 2nd lift 111.4
75 I Block E, Lot 4, 2nd lift 111.0
76 1 Block E, lot 6, 2nd lift 106.9
Remarks: All densities meet project specifications unless otherwise noted.
MOl:
CONTEN
2
Jose Rivera
Fugro-McClelland Technician
FUGRO-McCLELL/
.ctor Results
~y {l:~f) Optimum Moisture (%)
16.0
20.0
;TURE PERCENT OF
r PERCENT MAXIMUM DENSITY
1.5 98.0
7.3 97.4
8.1 95.4
3.4 96.8
6.4 100.2
7.8 101.0
6.5 100.7
9.0 96.9
ND (SOUTHWEST), INC.
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by:
FUGRO-McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
CLIENT: Eastem Development
PROJECT: Magnolia Park, Coppell, Texas
REP
P
f DATE PERFORM ED~! Jdl~ i ~ 6~ ill 997'~!?,i',i',ii?,iii~,ii?,i'?~il
MOISTURE/DENSITY RELATIONS
Material Pn
De~ription Maximum Dry Den~l
Number
1
Dark gray and medium brown very silty clay
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
84 1 Block E, Lot 7, 2nd lift 1.13.6
85 1 Block E, Lot 9, 2nd lift 109.8
86 1 Block E, Lot 10, 2nd lift 112.0
87 I Block E, Lot 6, 3rd lift 113.4
88 1 Block E, Lot 29, Natural 108.7
89 1 Block E, Lot 31, Natural 107.7
g0 I Block E, Lot 33, Natural 106.3
91 I Block E, Lot 30, 1st lift 106.5
Remarks: All densities meet project specifications unless otherwise noted.
2880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
iRT DATE: July 29, 1997
ROJECT NO.: 0771-2112
,ctor Results
ty (pcf) Optimum Moisture (%)
Jose Rivera
Fugro-McClelland Technician
110.3
MOl
CONTEN
FUGRO-McCLELIJ
16.0
3TURE PERCENT OF
PERCENT MAXIMUM DENSITY
~.5 103.0
7.5 99.5
7.6 101.6
7.9 102.8
9.4 98.5
:1.0 97.7
L5 96.3
).0 96.5
ND (SOUTHWEST), INC.
SMH/mv
Distribution:
Eastem Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked
FUGRO-McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
!880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
CLIENT: Eastern Development
PROJECT: Magnolia Park, Coppell, Texas
REPORT DATE: July 29, 1997
PROJECT NO.: 0771-2112
MOISTURE/DENSITY RELATIONS
Material Pre
Number Description Maximum Dry Dens11
I Dark gray and medium brown very silty clay 110.3
2 Yellowish brown sandy shaley clay 104.2
TEST PROCTOR
NO. NO.
98 1
99
100 1
101 1
102 1
LOCATION
Block B, Lot 1, Final
Block B, Lot 3, Final
Block C, Lot 3, 2nd lift
Block C Lot 5, 2nd lift
Paving subgrade, south Levee Place,
station 2+00, 1st lift
104 I Block E
105 I Block E
106 2 Block E
107 2 Block E
108 I Block E
109 2 Block E
Remarks:
TEST RESULTS
UNIT DRY MOl,~
WEIGHT CONTE~
108.3 1
109.5 1
110.3 1
109.5 1
109.3 1
Lot 32, 1st, Final
Lot 32, 1st lift, Final
lot 47, Natural
Lot 45, Natural
Lot 42, 1st lift
Lot 43, Natural
110.4 1
106.5 1
103.3 2
105.8 2
105.9 1
102.4 2
All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro. McClelland Technician
FUGRO-McCLELLAI
ctor Results
y (pcf) Optimum Moisture (%)
16.0
20.6
;TURE PERCENT OF
PERCENT MAXIMUM DENSITY
L6 98.2
?.5 99.3
3.2 100.0
?.6 99.3
?.9 99.1
3.5 100.1
;).0 96.6
2.5 99.1
1.6 101.5
;).6 96.0
1.3 98.3
~ID (SOUTHWEST), INC.
SMl-I/mv
Distribution:
Eastem Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Piex Excavating - Paul Bosco
Checked
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
Number
1
92
93
94
95
96
97
Remarks:
FIELD DENSITY REPORT
Eastern Development
Magnolia Park, Coppell, Texas
Material
Description
Dark gray and medium brown very silty clay
REP
PI
MOISTURE/DENSITY RELATIONS
Pro
Maximum Dry Densit
110.3
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WEIGHT
I Block E, Lot 6, final 109.4
1 Block E, Lot 8, final 109.7
1 Block E, Lot 10, final 109.7
1 Block E, Lot 28, final 110.3
1 Block E, Lot 30, 2nd lift 110.0
I Block E, Lot 32, 1st lift 107.6
2880 virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
)RT DATE: July 29,1997
,OJECT NO.: 0771-2112
=tor Results
(~f)
All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro-McCleiland Technician
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
MOI$ URE
CONTEKT PERCENT
1~.7
1;'.9
1~.5
11~.2
1~.0
FUGRO-McCLELLAI~
Optimum Moisture (%)
16.0
Checked by:
PERCENT OF
MAXIMUM DENSITY
99.2
99.5
99.4
100.0
99.7
97.6
ID (SOUTHWEST), INC.