Gulf Bearing-LR 950501Huntingdon
£ngineering and Science for a Safer Enwronment
Huntingdon *Southwestem Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texa~ 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24188
DATE OF SERVICE: 4/29/95
AUTHORIZATION: ongoing
REPORT DATE: 5/01/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg. pad subgrade
PROJECT DATA
MATERIALS
23525 Dark Brown Clay
MOISTURE/DENSITY RELATIQN$
OPTIMUM MAXIMUM
MOISTURE % DENSITY vof
21.5 99.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE:
-1 to +4% opt.
TEST
NO LOCATION
1. Grid FA, subgrade
2. Grid FB, subgrade
3. Grid FC, subgrade
4. Grid FD, subgrade
5. Grid FE, subgrade
6. Grid FF, subgrade
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
(%) (%)
24.7 21.5
27.2 * 21.5
27.8 * 21.5
27.8 * 21.5
27.8 * 21.5
25.7 * 21.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
{Pof) (Pcf) (% max)
100.4 99.0 101
95.9 99.0 97
94.9 99.0 96
95.1 99.0 96
96.6 99.0 98
96.8 99.0 98
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted above.
Technician: Frank Tisdale, Cm.T
Report Distribution: HUNTINGD()~BS
(1) 6u[f Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King COOk, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1007 JS
f~lwit~t~oft~t,~. T~~m~t~v~.~r~o~..~. ,. ~
~ply ~y to t~ II~e t~ ~/~ I~, ~ ~0 ~ ~lVe of t~ q~l~ Ol ~tly ~1~ ~ ~11~ ~.
Huntingdon
Engineedng and Science for a Safer Environment
Huntingdon a Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Taxa8 75222
Telephone: {214) 631-2700
FAX: (214) 920-1891
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CUENTNO.: 3200037
REPORT NO.: 23937
PROJECT: Gulf Bearing DATE OF SERVICE: 4/25/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/01/95
SERVICES:
Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
CONTRACTOR: Rogers O'Brien
TEST FOR: Proposed select fill
MATERIAL: Tannish brown clayey sand
METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Proc. A
PROJECT DATA
DATE SAMPLED: 4/25/95
SAMPLED BY: Frank Tisdale, CET
SAMPLE LOCATION: Sampled from the stockpile at
the southwest corner.
Dry
Dens.
(pcf)
REPORT OF TESTS
6 8 10 12 14 16 18
MAXIMUM DENSITY, PCF: 123 . 5
OPTIMUM MOISTURE (%): 10 · 5
LIQUID LIMIT: 21
PLASTIC LIMIT: 15
PLASTICITY INDEX: 6
REQUIREMENTS
M&~nl~m ~
R~6- 16
MOISTURE CONTENT (%)
Technician: Shon Anderson
Report Distribution: HUNTINGDO N a S~~//~/~PLABS
(1) Gulf Bearing, Inc. (1) City of CoppeLL
(1) Gromatzky, Dupree & Associates (1) City of CoppeL[
(1) Brockette, Davis, Drake 7~,~'~z
(2) Rogers O'Brien F.
K g oo,P.=.
(1) Southwestern Labs
(1) Southwestern Labs
1006 MDR
Our lettere end reporte are fo~ the e.xclulive a of the clieftt lo whom they ~'e Id~. r~ed ~ IhllJ not I~. re.~ro~,u.?e¢l e_x_?pt in___
full without the N)provll of the teltlllg !lboretory, The ule of.o~'., n4~? muir receive..our written Ip?o.v.14..uur. letZ.lr~..~ tIKe???
ipply only to the larnple te~ted arid/or irllpected, ~ Ire not indicative of the qulntltle~ of ipp~'ently #3entlCl~ er Ilmlll( I;X'o43ucm,