Lakeside V2-LR 960116 Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
1' E C H N O I. O G I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CMENT: THF. IQ~OGF~ CO
Attn: Michael Roaas
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 36028A
PROJECT: Kroger DATE OF SERVICE: 1/12/96
AUTHORIZATION: John
REPORT DATE: 1/16/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: David Christopher, Inc. OP~MUM MAXIMUM
MATERIALS MOISTURE % DENSITY cci
TEST OF: Bldg Pads 35461-Light brown clayey * 12.0 121.5
Sanitary Sewer Lines 35460A-Tan brown clayey sand** 8.5 130.0
METHOD OF TEST:
DENSITY: AST[v[ D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95:[ + DRY DENSIT~ MOISTURE:_ 2% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON (%) ~) (PR (PR (%
1. Building Pad, 2nd quarter from
south to north (east third)
5th lift 10.6 12.0 116.3 121.5 96
2. Building Pad, 2nd quarter from
south to north (middle third)
5th lift 11.3 12.0 117.2 121.5 96
3. Building Pad, 2nd quarter from
south to north (west third)
5th lift 11.8 12.0 116.8 121.5 96
Report Of Tests Continued On Page 2
1007 LW ~ le..~.ers..ap.d reports are f.or the .exclusive use ofthe client .to whom they are addressed and srudl not be reproduced except In
~utl .w~mo.u~_me_approva~. of. m.e.tesu..ng 1~.13oratqry.. I n.e use ~ pu..ma.m.e must~ receh;e .our wt. Itten app.ro.~.. Our lette.rs and reports
apply only [o me s&mple ms~ea ant/or inspec~e(3, ana are noz fnotcauve of me quantities CT apparermy ioentJcaJ or s miLqr products.
THE Y~OGER CO REPORT NO. 36028A
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 1/12/96
REPORT OF TESTS (Continu~)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON ~) ¢%1 (P~ (P~ ~ m~)
4. Building Pad, 3rd quarter from
south to north (east third)
subgrade 7.4 8.5 125.7 130.0 97
5. Building Pad, 3rd quarter from
south to north (middle third)
subgrade 7.0 8.5 126.4 130.0 97
6 Building Pad, 3rd quarter from
south to north (west third)
subgrade 11.5 12.0 117.6 121.5 97
7 Building Pad, 4th quarter from
south to north (west third)
subgrade 10.9 12.0 116.3 121.5 96
8 Building Pad, 4th quarter from
south to north (middle third)
subgrade 7.4 8.5 126.0 130.0 97
9 Building Pad, 4th quarter from
south to north (east third)
subgrade 6.9 8.5 125.1 130.0 96
10 6" Sanitary Sewer Line at the
property's north east area
first lift 13.1 12.0 117.6 121.5 97
11 6" Sanitary Sewer Line at the
property's north east area
second lift 11.2 12.0 116.3 121.5 96
12 42" RCP Storm Sewer Line "B"
property's northwest corner
irst & final lift 12.7 12.0 117.2 121.5 96
Test results on this report meet project
specifications as noted on page 1.
ADDmONAL COMMENTS:
* 35461- sand w/gravel ** 35460A - w/gravel
Technician: Francisco Calvillo Started: 10:30AM Stopped: Oi:30PM
Technician
Report Distribution: MAX~M TECH.,SOUTHWESTERN LABS
(1) THE KROGER CO
(1) David Christopher, Inc. ~hu_3r~-~~
(1) city of CoppeLt
~Art II, GET
1007
LW
~v~s..a~. d reports .are..fgr ~e .excl~. s. lve u. se of_the client .to whom they .are a.dclressed .ap.d shall not be reproduced except In
_ mo.u~_mp., approval, oT m.e 3es .tu~. m. Doratpry.. I np use OT pu..rna.m, e m~s.~ rece,ve..pur wr. ~en app..ro.vql.. ~ letters .and reports
apppj Day To me sample tested anDy'or inspec~ea, ana are not malcaave oT me quanxmes oT apparermy ioefltlcm or simimr products.