Lakeside V2-LR 960219 (2) 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 i $ I N C Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: TH~. KRO~.R CO
Attn: Jeff Kruegar
100 Kroger Drive
Keller, TX 76248 PROJECT NO.: 0903506037
REPORT NO.: 37097
PROJECT: Kroger ~448 DATE OF SERVICE: 2/08/96
AUTHOPlZATION:
Coppell Tx. REPOR'[ .)ATE: 2/19/96
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: David Christopher, :]:nc. OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY 13cf
TEST OF: Building pad 36653 Red clay sand 13.0 117.5
METHOD OF TEST:
DENSITY: ASTM D2922 SPECIFICATION
MOISTURE: ASTM D3017 DENSITY: 95% Dry Denisty MOISTURE:-2% to +2% opt.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
1. 10' S. & 35' W. of the N.E.
corner of building, 5th lift. 12.3 13.0 115.6 117.5 98
2. 25' S. & 75' W. of the N.E.
corner of building, 5th lift. 15.0 13.0 113.4 117.5 97
3. 35' S. & 20' E. of the N.W.
corner of building, 5th lift. 13.5 13.0 112.3 117.5 96
4. 65' s. & 5' w. of the N.E.
corner of building, 5th lift. 13.4 13.0 112.2 117.5 95
Report Of Tests Continued On Page 2
1007 JS Our lette~ end roi)Mil ire for the exclulive ule of the client to whom they ire eddreaeed and ~hall not be relcxoduced excel~t in
full without the approval of the tearing IlboratMy. The uae of ournlme muat receive our written approval. OUr latterl end rep(x~
Ipply only to the sample te~ted ar~cl/or impacted, a~d ire not indicative of the qmtitie~ of apparently idontica~ or simdor product~.
TH~. KROGBR CO REPORT NO. 37097
PROJECT NO. 0903506037 PAGE 2
DATE OF SERVICE: 2/08/96
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
5. 80' S. & 90' W. of the N.~..
corner of building, 5th lift. 13.2 13.0 111.7 117.5 95
6. 70' S. & 40' E. of the N.W.
corner of building, 5th lift. 13.5 13.0 113.3 117.5 96
7. Dock area, 5th lift. 14.7 13.0 112.7 117.5 96
Test results on this report meet project
specifications as noted on page 1.
Technician: Paul D. Butler Started: 03:00PM Stopped: 04:00PM
C.E.T.
Report Distribution: MAXIM TECH..SOUTHWESTERN LABS
(1) ?HE KROGER CD
(1) David Christopher, Inc. ~
(1) City of Copper[
III, CET
1007 JS
Our letters ~ report~ I~e for the exclulive uae of the clie~ to whom they ~'e addre~ed and shill not be rel)rOducecl excePt in
full without the ePproYil of the tearing laboratory. The uae of ourname mu~t r~vo our w.ttan epprovd. Our letterB and report8
epply ordy to the sample te~ted and/or ir~oected, and ere rmt indicative of the quantitie~ of epp~'ently identical ot -;milar ~oducta.