Magnolia Park-LR 970709FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastem Development
Magnolia Park, Coppell, Texas
2
Ph
REF
PI
......................... ~ ................................................................ DATE, PERFORMED~ ~uly :~?19 ~ .
li~ ~i~i!ii~i~ ::::::::::::::::::::::::::: :::::::::::::::::::::::::::: ': ::-" ' ' · '" · ~ ~' ~;r u'~'~ ......
MOISTURE/DENSiTY RELATIONS
Material Pro
Number Description Maximum Dry Dens11
1 Dark gray and medium brown very silty clay 110.3
2 Brown sandy clay mixed with tan and gray 108.3
calcareous clay
3 Yellowish brown sandy shaley clay 104.2
TEST PROCTOR LOCATION
NO. NO.
TEST RESULTS
19 I stanton Hall Drive, subgrade, station
3+50, natural
20 I Stanton Hall Ddve, subgrade, station 106.8
5+25, natural
21 2 Stanton Hall Ddve, subgrade, station 106.0
7+00, natural
22 3 Stanton Hall Drive, subgrade, station 104.6
9+50, natural
23 3 Stanton Hall Drive, subgrade, station 102.9
12+00, natural
24 2 Block E, Lot 39, natural 106.6
25 3 Block E, Lot 41, natural 103.4
26 3 Paving subgrade, Bankers Cottage Lane, 101.3
station 1+00, natural
27 3 Paving subgrade, Bankers Cottage Lane, 100.1
station 4+00, natural
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro-McClelland Technician
Eastem Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
380 Virgo Lane; Dallas, Texas 75229
972) 484-8301; Fax (972) 620-7328
3RT DATE: July 9, 1997
~OJECT NO.: 0771-2112
ctor Results
SMH/mv
Distribution:
y(pcfl
UNIT DRY
WEIGHT
106.4
MOi~ ~TIJRE
CONTEN1 ' PERCENT
2').8
2).9
2.9
2 !.3
23.7
2~).5
21.3
23.0
23.8
Optimum Mollture (%)
16.0
17.5
FUGRO-McCLELLAI
Checked by:
20.6
PERCENT OF
MAXIMUM DENSITY
96.4
97.6
100.3
98.7
98.4
99.2
97.2
96.0
~ID (SOUTHWEST), INC.
¥
FUGRO-McCt;LLAND (SOUTHWEST), INC.
Pt
FIELD DENSITY REPORT
CLIENT: Eastem Development REI
PROJECT: Magnolia Park, Coppell, Texas P
MOISTURE/DENSITY RELATIONS
Material Pre
Number De~'iption Maximum Dry Densl
1 Brown sandy clay mixed with tan and gray 108.3
calcareous clay
2 Dark gray and medium brown very silty clay 110.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY
NO. NO. WEIGHT
4 I Block E, Lot 5, 1st lift 108.7
5 1 Block E, Lot 3, 1st lift 106.3
6 1 Block E, Lot 2, 1st lift 104.3
7 2 Block E, Lot 1, 1st lift 101.8
8 2 Canemount Lane, Block E, Lots 1 and 18, 109.7
1st lift
Canemount Lane, Block E, Lots I and 18,
1st lift
9 2
115.2
MOl
CONTEN
Remarks: * Does not meet project specifications for percent moisture content.
· * Does not meet project specification for percent maximum dry density.
Scott Rogers
Fugro-McClelland Technician
FUGRO-McCLEL1.
SMH/mv
Distribution:
Eastem Development - Tim Murchinson
City of Coppell - Larry Davis'X'
Metro-Plex Excavating - Paul Bosco
Checked by:~
:!880 Virgo Lane; Dallas, Texas 75229
(972) 484-8301; Fax (972) 620-7328
~ORT DATE: July 9, 1997
ROJECT NO.: 0771-2112
~ctor Results
ty (pcf) Optimum Moisture (%)
17.5
16.0
STURE PERCENT OF
T PERCENT MAXIMUM DENSITY
7.9 100.3
8.5 98.2
~0.4 96.3
!0.9 92.3**
9.0 99.5
2.6* 104.5
.ND (SOUTHWEST), INC.
FUGRO-McCLELLAND (SOUTHWEST), INC.
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Eastem Development
Magnolia Park, Coppell, Texas
2
Ph
REP
Pi
380 Vlrgo Lane; Dallas, Texas 75229
;172) 484-8301; Fax (972) 620-7328
)RT DATE: July 9, 1997
[OJECT NO.: 0771-2112
Number
1
2
MOISTURE/DENSITY RELATIONS
Material
De~cription
Dark gray and medium brown very silty clay
Tan and yellow shale with some clay
TEST PROCTOR
NO, NO.
10 1
11 1
12 1
13 1
14 1
15 1
16 1
17 1
18 2
Remarks:
Pro,
Maximum Dry Den$it
110.3
96.0
TEST RESULTS
LOCATION UNIT DRY MOI~
WEIGHT CONTENT
Block D, Lot 13, 1st lift 112.5 1(
Block D, Lot 14, natural 106.5 1!
Block D, Lot 15, 1st lift 107.3 2{
Block D, Lot 16, natural 111.1 1!
Block D, Lot 17, 1st lift 105.8 2{
Block D, Lot 18, natural 106.5 2{
Block D, Lot 20, natural 104.7 2(
Block D, Lot 22, natural 109.1 1~
Block D, Lot 24, natural 93.0 2;
All densities meet project specifications unless othenvise noted.
Jose Rivera
Fugro. McClelland Technician
FUGRO-McCLELLAI~
,-tor Results
(ix:f) Optimum Moisture (%)
16.0
24.5
URE PERCENT OF
PERCENT MAXIMUM DENSITY
i.7 101.9
~.9 96.5
~.6 97.3
~.3 100.7
~.6 96.0
L7 96.5
1.4 95.8
~.6 28.9
'.2 96.9
ID (SOUTHWEST), INC.
SMH/mv
Distribution:
Eastern Development - Tim Murchinson
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked b}