Magnolia Park-LR 980707FUGRO SOUTH, INC.
FIELD DENSITY REPORT
Cvi~o Lane;
)~) M4.&lOl:
CLIENT:
PROJECT:
Number
TEST
NO.
631
632
633
634
635
636
637
638
Remarks:
Eastam Development
Magnolia Park, Coppell, Texas
REF
PR
MOISTURE/DENSITY RELATIONS
Material Proc
Dem:riplion Maximum Dry Dmmity
Tan sandy clay mixed with some light brown clay 96.0
TEST RESULTS
PROCTOR LOCATION UNIT DRY
NO. WWGHT
1 8 inch sanitary sewer, Une K, station 94.0
0+30, 3 feet below grade
1 8 inch sanitary sewer, Line K, station 93.3
0+60, 2 feet below grade
1 8 inch sanitary sewer, Line K, station 92.3
0+80, I foot below grade
I 8 inch sanitary sewer, Line K, station 91.0
1+00, 3 feet below grad
1 8 inch sanitary sewer, Line K, station 93.1
1+25, 2 filet below grade
1 8 inch sanitary sewer, Line K, station 93.0
1+50, I foot below grade
I 21 inch RCP, Line A-l, station 0+35, 1 93.2
foot below grade
1 24 inch RCP, Line A-2, station 0+40, I 92.6
foot bek)w grade
· All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician
FUGRO SOUTH, INC.
DMI~, Texae 75229
Fax (972) 620-732~
DRT DATE: JuN 7, 1998
OJECT NO.: 0771-2112
(per) Opemum Moimum (%)
23.5
MOISl URE
COI~FENT I ~,c~J~r
240
262
25.7
27.3
25.0
246
25,9
249
I~_RCENT OF
MAXIMUM DENSITY
97.9
97.2
96.1
95.0
97.0
97.1
SMH/mv
Distribution:
Eastern Development - Presto~ Skaggs
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by:
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
CUENT: Eastern i~velopment
PROJECT: Magnolia Park, Copp~, Texas
Material
Number Description
I Dark gray silty clay
TEST PROCTOR
NO. NO.
639 1
640 1
641 1
642 1
643 1
644 1
645 1
646 I
647 1
648 1
649 I
650 1
651 I
652 I
REF
PF
MOISTURE/DEN81TY RELATIONS
LOCATION
Maximum Dry Dermitt
104.7
TEST RESULTS
UNIT DRY
WEIGHT
4 inch sanitary sewer, Block C, Lot 3, 3 101.4
feet below grade
4 inch sanitary sewer, Block C, Lot 4, 2 100.4
feet below grade
4 inch sanitary sewer, Block C, Lot 5, 1 101.0
foot below grade
4 inch sanitary sewer, Block C, Lot 6, 3 102.6
feet below grade
4 inch sanitary sewer, Block B, Lot 1, 2 100.7
feet below grade
4 inch sanitary sewer, Block B, Lot 2, I 100.2
foot below grade
4 inch sanitary sewer, Block B, Lot 3, 3 100.1
feet below grade
4 inch sanitary sewer, Block B, Lot8, 6 100.8
feet below grade
4 inch sanitary sewer, Block B, Lot 7, 1 101.9
foot below grade
4 inch sanitary sewer, Block^, Lot 14, 3 102.6
feet below grade
4 inch sanitary sewer, Block A, Lot 15, 2 100.9
feet below grade
4 inch sanitary sewer, Block A, Lot 16, I 100.5
foot below grade
4 inch sanitary sewer, Block A, Lot 17, 3 104.2
feet below grade
4 inch sanitary sewer, Block A, Lot 19, 2 102.0
feet below grade
~ Virgo I.ane; Dallas, Te~a~ 75229
972)484-8301; Fax (972) 820.7326
ORT DATE: Ju~/7, 1998
[OJECT NO.: 0771-2112
Page I
Results
(per) Optimum Moisture (%)
20.0
MOLE' rURE
CONTENT ~.RCENT
20.7
22,7
23,1
2G .9
21.9
23.2
23.6
21.5
22.6
2C .6
25.4
25..3
2(~.1
2~L3
PERCENT OF
MAXIMUM DENSITY
96.8
95.9
96.5
95.7
95.6
96.3
97.3
98.0
97.4
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
Fax (972) 620-732.8
/
REF~RT
PROJEGT
CLIENT: Eastern Development DATE: July 7, 1998
PROJECT: Magnolia Park, Coppell, Texas NO.: 0771-2112
Page 2
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOI~I
NO. NO. WEIQH'r CONTENT
653 I 4 inch sanitmy sewer, Block A, Lot 20, I 103.5 21
foot below grade
Remarks: All densities meet project speciflca~ns unless otherwise noted.
Burl Cooper
Fugro South Technician
SMHImv
Distribution:
Eastern Development - Preston Skaggs
City of Coppei~ - I.an7 Davis
Metro-Piax Excavating - Paul Bosco
FUGRO SOUTH, INC.
Checked by: ~
IJRE PERCENT OF
=ERCENT MAXIMUM ~
2 98.9
FUGRO SOUTH, INC.
FIELD DENSITY REPORT
CLIENT: Eastern Development
PROJECT: Magnol~ Par~, Coppe,, Texas
Material
Number Deecription
1 Dark gray silty clay
TF.~T PROCTOR
NO. NO.
654 1
655 I
656 I
657 1
658 1
659 1
MOISTURE/DENSITY RELATIONS
660 I
661 I
662 I
REI:
P!
LOCATION
Pr~
Mmdmum Oq, Oen~,
104.7
TEST RESULTS
UNIT DRY MOl8
WEIGHT CONTENT
8 inch water line, Natches Tdal station
12+50, 2 1/2 feet below grade
8 inch water line, Natches Tdal station
12+O0, 18 inches below grade
8 inch water line, Natches Trial station
11+50, I foot below grade
8 inch water line, Natches Tdal station
10+00, 2 1/2 feet below grade
8 inch water line, Natches Trial station
9+50, 18 inches below grade
8 inch water line, Natches Trail station
9+00, I foot below grade
8 inch water.line, Natches Trail station
7+00, 2 1/2 feet below grade
8 inch water line, Natches Trail, station
6+50, 18 inches below grade
8 inch water line, Natches Trail, station
6+00, 1 foot below grade
99.2
102.7 2(
~0 Virgo Lane; DMla~, Taxa~ 75229
[972) 484-a301; Fax (972) 620-7328
~)RT DATE: Ju~y 7, 1998
IOJECT NO.: 0771-2112
101.0 2'
100.3 2~
101.7 2(
101.3 2'
100.3 2~
103.2 2(
100.7 ?.J
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugm South Technician
FUGRO SOUTH, INC
,",or Re~ul'm
(pcf) Optimum Mol~turm (%)
20.0
~URE PERCENT OF
PERCENT MAXIMUM DENSITY
',.8 95.0
1.4 98.1
.6 98.5
'..8 95.8
1.1 97.1
.0 98.8
95.8
~.0 98.6
!.1 96.2
SMH/mv
Distribution:
Eastern Development - Preston Skaggs
City of Coppell - Larry Davis
Metro-Plex Excavating - Paul Bosco
Checked by: