Lakeside V2-LR 960226, Maxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
T E C H N O L O G I E $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1691
REPORT OF
IN-PLACE DENSITY
CMENT: THE KROGER CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROOECT NO.: 0903506037
REPORT NO.: 37630
PROJECT: Kroger ~/448 DATE OF SERVICE: 2/15/96
AUTHORIZATION: John
Coppell Tx. REPORT DATE: 2/26/96
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. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY
TEST OF: Building Pad 36471-Grey crushed stone * 8.5 134.0
Paving subgrade 36653-Red clayey sand 13.0 117.5
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95% DRY DENSITY MOISTURE: _+ 2% opt
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
1. 35' South & 50' west of the
northeast corner of building 8.7 8.5 132.8 134.0 99
2. Dock Area 7.7 8.5 133.1 134.0 99
3. 45' South & 100' east of the
northwest corner of building 9.0 8.5 134.9 134.0 101
4. 90' South & 45' east of the
northwest corner of bldg. 8.7 8.5 136.5 134.0 102
5. 20' North & 90' east of the
southwest corner of bldg. 9.0 8.5 134.0 134.0 100
Report Of Tests Continued On Page 2
1007 LW Our letters and reports are for We exclusive use of the client to whom they are addressed and shall not be reproduced except n
full without the approval of the testing laboratory The use of ourname must rece ve our w~rtten aloproval. Our letters and reports
apply omy to the sample tested and/or inspecte~:l, and are not inclicat~ve of the quantities of apparently iclentical or similar products.
THE KROGER CO REPORT NO. 37630
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 2/15/96
REPORT OF TESTS (continu~)
FIELD OFTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSII~ DENSITY DENSITY
NO LOCA~ON ~) (%) (P~ CPcfl (%
6. 15' North & 175' east of the
southwest corner of bldg. 7.3 8.5 134.5 134.0 100
7. 65' North & 60' west of the
southeast corner of bldg. 8.4 8.5 134.1 134.0 100
8. 75' North & 20' west of the
southeast corner of bldg. 8.6 8.5 134.1 134.0 100
9. Paving subgrade, 50' east
& 100r south of the northeast
corner of bldg, final grade 12.6 13.0 116.8 117.5 99
10. Paving subgrade, 50' east
& 15' nort5 of the southeast
corner bldg., final grade 12.4 13.0 116.4 117.5 99
Test results on this report meet project
specifications as noted on page 1.
ADD~IONAL COMMENTS:
* (Flex Base)
Technician: Paul D. Butler Started: 08:30AM Stopped: ll:00AM
C.E.T.
Report Distribution: M IM TECH~SOUTHWESTERN LABS
(1) THE KROGER CO ~ ~I
(1) David Christopher, inc.
(1) City of Coppe[[
r II, CET
1007 LW Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
fu ~athcut the approva of the testng laboratory The use of ourname must receive our written approval. Our letters and reports
apply only to the sempe teste¢l and/or inspecterd, and are not inaic~tlve of the quantities of e13p~renl:ly ident[caJ or SimiLaC products.