Gulf Bearing-LR 950504Huntingdon
Engineering and Science for a Safer Environment
Hunt:ngdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 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.: 24305
DATE OF SERVICE: 5/02/95
AUTHORIZATION: Joe
REPORT DATE: 5/04/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg/Site subgrade
Bldg/Site subgrade
PROJECT DATA
MATERIALS
23525-Dark brown clay
24164-Brown silty clay
MOISTURE~)ENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY Dof
21.5 99.0
18.0 106.5
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN. DENSITY
MOISTURE:-1 to + 4% opt moist
TEST
NO
1.
2.
3.
4.
5.
6.
LOCATION
Grid, FG, subgrade.
Grid, EG, subgrade.
Grid, DG, subgrade.
Grid, CG, subgrade.
Grid, BG, subgrade.
Grid, AG, subgrade.
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
26.3 * 21.5
28.4 * 21.5
28.0 * 21.5
31.5 * 21.5
29.3 * 21.5
26.5 * 21.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
{Pcf) {Pcf) (% maxi
98.7 99.0 100
95.2 99.0 96
96.7 99.0 98
92.0 99.0 93 *
92.6 99.0 94 *
99.0 99.0 100
Report Of Tests Continued On Page 2
1007 LW
Ow ~tter~ and repor,s ,~e f~ the e.x¢lu~v, use of the clan, to w~ ~y
f~l wit~ ~ ~prov~ of ~ t~,~ ~ory. T~ ~ of ~n~ m~
~ply o~y tO t~ s~ple t~ ~/~ i~ct~, ~ ~e ~t iMiCitlVe of t~ qu~tltl~ OT ~p~tly I~lCl ~ ~ ~.
Huntingdon
Gulf Bearing, Inc.
CUENT NO. 3200037
DATE OF SERVICE: 5/02/95
REPORT NO. 24305
PAGE 2
TEST
NO
10.
11.
12.
13.
14.
15.
16.
17.
18.
REPORT OF TESTS (Continued)
LOCATION
FIELD OPTIMUM FIELD
MOISTURE MOISTURE DENSITY
{%) (%) {Pcf)
MAXIMUM
DENSITY DENSITY
IPcf) (% max)
10' North and 40' west of
northeast corner of building,
subgrade. 25.5 * 18.0 103.1 106.5 97
10' North and 95' west of
northeast corner of building,
subgrade. 28.5 * 21.5 94.7 99.0 96
30' North and 110' west of
northeast corner of building,
subgrade. 27.8 * 21.5 96.3 99.0 97
Grid BG, subgrade.
(Restest #5) 28.0 * 21.5 95.8 99.0 97
Grid, CG, subgrade.
(Retest #4) 27.8 * 21.5 93.9
Grid, AH, subgrade. 27.5 * 21.5 94.0
Grid, BH, subgrade. 28.2 * 21.5 96.6
Grid, CH, subgrade. 28.4 * 21.5 94.8
Grid, DH, subgrade. 31.7 * 21.5 91.4
Grid, EH, subgrade. 28.5 * 21.5 94.6
Grid, FH, subgrade. 27.8 * 21.5 95.1
Grid, DH, subgrade.
(Retest #15) 28.5 * 21.5 93.9
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
99.0 95
99.0 95
99.0 98
99.0 96
99.0 92
99.0 96
99.0 96
99.0 95
Technician: Frank Tisdale, CET
Report Distribution: (1) Gutf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) City of Coppett
(1) City of Coppett
HUNTINGDO~~~i~BS
F. King Cook, P.E.
(1) Southwestern Labs
1007 LW
Our letters and ,epo~t~ are fo~ the eFclu~ive u~e of the client te wh~ ~y ~e ~r~ ~1 ~t ~ re~ %x~j9-
f~l witho~ t~ ~rov~ of t~ t~t~ ~atory. T~ ~ of.~n~ ~ re~v~ ~ ~n~en ~o~...u~ ~.~1~ ~
Huntingdon
Enginee#ng and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dellae, Texe~ 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.: 24270
DATE OF SERVICE: 5/02/95
AUTHORIZATION: Joe
REPORT DATE: 5/04/95
SERVICES:
Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg. pad fill
PROJECT DATA
MATERIALS
23937-Tannish brown clayey
sand
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY Dcf
10.5 123.5
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN.
DENSITY
MOISTURE:-1 to +4% opt moilt
TEST
NO
1. Grid
2. Grid
3. Grid
4. Grid
5. Grid
6. Grid
7. Grid
LOCATION
FA, second lift.
EA, second lift.
DA, second lift.
CA, second lift.
BA, second lift.
AA, second lift.
AB, second lift.
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
{%) (%)
11.7 10.5
14.0 10.5
13.7 10.5
12.4 10.5
13.5 10.5
13.6 10.5
14.5 10.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
{Pcf) (Pcf) (% max)
121.4 123.5 98
119.9 123.5 97
119.8 123.5 97
122.0 123.5 99
120.4 123.5 97
120.1 123.5 97
118.9 123.5 96
Report Of Tests Continued On Page 2
I~7LW
Our letters ~xl reporte are for the exgtueive uae of the ~ti~nt to whom they are ariel, reeaed aqd...hall not be re~redueed exit in
fall without the approval of the teetk~ laboratory. The uae of eumorne muet recopy? .mJr written ep~oval, uur ~tt.e~ end report~
apply only to the sample teated and/or irmpected, end ere not ;~dlcettve of the quent~tme of wpporently identical or einfilor product~.
TEST
NO
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/02/95
LOCATION
REPORT NO.
PAGE 2
REPORT OF TESTS (c~tmued)
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY
Grid BB, second lift. 14.1 10.5 118.O 123.5
Grid CB, second lift. 14.6 * 10.5 119.0 123.5
Grid DB, second lift~ 13.3 10.5 121.7 123.5
Grid EB, second lift. 12.0 10.5 123.9 123.5
Grid FB, second lift. 13.8 10.5 120.3 123.5
Grid, FC, second lift. 12.4 10.5 122.1 123.5
Grid, EC, second lift. 13.8 10.5 121.0 123.5
Grid, DC, second lift. 12.7 10.5 122.4 123.5
Grid, CC, second lift. 13.8 10.5 122.1 123.5
Grid, BC, second lift. 13.5 10.5 121.3 123.5
Grid, AC, second lift. 12.6 10.5 123.1 123.5
Grid, AD, second lift. 13.2 10.5 121.1 123.5
Grid, BD, second lift. 13.8 10.5 120.7 123.5
Grid, CD, second lift. 13.2 10.5 121.5 123.5
Grid, DD, second lift. 13.5 10.5 121.5 123.5
Grid, ED, second lift. 14.5 10.5 120.8 123.5
Grid, FD, second lift. 13.5 10.5 121.O 123.5
Grid, AE, second lift. 12.3 10.5 119.9 123.5
Grid, BE, second lift. 14.0 10.5 119.1 123.5
Grid, CE, second lift. 11.9 10.5 120.8 123.5
Grid, DE, second lift. 14.3 10.5 120.0 123.5
Grid, EE, second lift. 13.0 10.5 118.1 123.5
24270
DENSITY
{% max)
96
96
99
100
97
99
98
99
99
98
100
98
98
98
98
98
98
97
96
98
97
96
Report Of Tests Continued On Page 3
1007 LW
Our letter~ ~nd report8 are fGr the e.xclueive uae of the client to whom they are ic~l. reamed and ~-.a41 not be re~wo~l, uced ex(~pt in
ful w thout the approval of the telt~ng !dem'ltary. The ule of o?, na~e. mult receive our written ~'~.vd. UUr lett.e~, and repo~tl
apply only to the eemple teated andlo~ ~nepected, and a~e not indic~v® of the quantitle, of ~parently ident cai o~ mini ar I~Oduct~.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/02/95
REPORT NO.
PAGE 3
24270
TEST
NO
30. Grid, FL,
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY
LOCATION (%) {%} (Pcf) [Pcf!
second lift. 12.0 10.5 122.9 123.5
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
DENSITY
(% max)
100
Technician: Frank Tisdale, CET Started.- 11:30AM Stopped: 06.-OOPM
Report Distribution: (1) Gutf Bearing, inc.
(1) Gromatzky, Oupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) City of Coppell
(1) City of Coppell
HUNTINGDON~LABS
F. King Cook, P.E.
(1) Southwestern Labs
1007 LW
Our lettore and reportl Ire for the exclulive ule of the client to whom they Ire Iddrelled end Ihall not bi rejx~l, uced except in
full without file approval of the te~ting Ilbm'ato~/. The ule of ..071_1_1_1_1_1_~? mult receive. .our written approval. Our le .t~. end
apply orfly to the llmple ta~ted and/or inlpected, and ore not indicative of the qulntltle~l of apparently identical ~' ~itltilIr