Castlebury-LR 990219FUGRO SOUTH,* INC.
lid
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
FIELD DENSITY REPORT
Ryiand Homes REPORT DATE: February 19, 1999
Castlebury Drive, Coppell, Texas PROJECT NO.: 0791-2019
Density Te~t Method:
ASTM D-2922 & 3017 K~tltod of Compaction:
MOISTURE/DENSITY RELATIONS
Number De~,rlption
I Dark gray clay
Material
Pads, Block A,
Pads. Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads Block A,
Pads, Block A,
Pads Block A,
Pads, Block A,
Pads, Block A,
Pads, Block A,
Pads, Block A,
TEST PROCTOR
NO. NO.
11 1
12 1
13 1
14 1
15 1
16 1
17 1
18 1
19 1
20 1
21 1
22 1
23 1
24 1
25 1
26 1
27 1
28 I
Remarks: All densities meet project
A~FM D-698
Proctor Results
Maximum Dry Density (pof) Optimum Mol.mm (%)
104.6 19.3
TEST RESULTS
LOCATION UNIT DRY MOI~'rURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
lot 1, natural 102.3 21.8 97.8
lot 2, final 100.0 21.0 95.6
lot 3, natural 104.8 19.6 100.2
lot 4, final 102.2 21.9 97.7
lot 5, natural 101.9 21.4 97.4
lot 6, final 103.6 20.7 . ~ 99.0
lot 7, natural 102.5 20.0 98.0
lot 8, final 104.0 19.3 99.4
lot 9, natural 103.0 20.6 98.5
lot 10, final 101.7 21.5 97.2
lot 11, natural 103.2 20.9 98.7
lot 12, final 104.4 19.8 99.8
lot 13, natural 103.3 20.1 98.8
lot 13, 2nd lift 101.1 21.4 96.7
lot 14, 1st lift 99.5 22.7 95.1
lot 14, final 99.9 22.5 95.5
lot 15, natural 102.6 20.3 98.1
lot 15 2nd lift 100.5 21.8 96.1
specifications unless otherwise noted.
,i
Michael Overstreet
Fugro South Technician
SMH/em
Distribution:
Ryland Homes - Mark Gaines/
City of Coppell - Larry Davis /
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Uselding
FUGRO SOUTH INC.
RevieWed By: ..__...c
I01~0
FUGRO SOUTH, INC.
2880 Virgo Lane; D~_!!_=~, TEA-----~ 7~
Ph (972) 4848301; Fax (972) 620-7328
FIELD DENSITY REPORT
CLIENT: Ryiend Homes REPORT DATE: February 18, 1999
PROJECT: Castlebury Drive, Coppell, Texas PROJECT NO.: 0791-2019
Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698
MOISTURF. JDENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture (%)
I Dark gray clay 104.6 19.3
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT cONTENT PERCENT MAXIMUM DENSITY
I 1 Pads, Block A, lot 16, 1 st lift 102.2 21.8 97.7
2 I Pads, Block A, lot 16, final 103.0 20.7 98.5
3 1 Pads, Block A, lot 17, natural 103.7 20.1 99.1
4 I Pads, Block A, lot 17, 2nd lift 101.4 21.9 96.9
5 1 Pads, Block A, lot 18, 1st lift 100.8 22.6 96.4
6 I Pads, Block A, lot 18, final 101.9 21.4 97.4
7 1 Pads, Block A, lot 19, natural 102.3 21.2 97.8
8 1 Pads, Block A, lot 19, 2nd 104.5 19.9 99.9
9 1 Pads, Block A, lot 19, 4th lift 101.0 21.0 96.6
10 1 Pads, Block A, lot 19, 6th lift 101.6 21.4 97.1
Remarks: All densities meet project specifications unless otherwise noted.
Michael Overstreet
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: ~ -
SMH/em
Distribution:
Ryland Homes - Mark Gaines
City of Coppell - Larry Davis
Goodwin & Marshall - David Gregory
Site Concrete - Melissa Useiding