Papa John's-LR 970212 Terracon CONSULTANTS, INC.
12801 Slemmons Freeway, Suite 907
Dallas, Texas 75234
(214) 243-8838
Fax (214) 243-4014
Date:
2-12-97
ACT COMMERCIAL CONSTRUCTION, INC.
697 METRO PARK BLVD.
SUITE 25
LEWISVILLE, TEXAS 75057
IAttention: MI~ JOE MURRAY
Re: PAPA JOI-IN'S RESTUARANT - COPPELL, TEXAS
[ Job No: 17971015 I
We are transmitting I~Xherewith [] under separate cover
Item Date Description
I 1-21-97 FIELD COMPACTION REPORT (TESTS 1 AND 2)
2 1-21-97 MOISTURE DENSITY RELATIONSHIP (MATERIAL A)
Remarks:
Yours truly,
TERRACON
By: ~
Project Engineer
CC:
FIELD COMPACTION REPORT
Job No. :1.797~0:i.5
Job Name and Location PAP~ JOHNS - OOPPELL, TEXAS Date
Architect or Engineer
Contractor ~C~ ~ (X)I~STR~ON
Lift No, I~aximum In-PLace In-Place
Test Date Location or Htl. Lab Dry t~et Water Dry Percent Comments
No. Elev. Hark Density Density Content Density Comp.
1 1/21 NORTH END LIFT 1 A 117.5 132./, 12.9 117.2 100 BU%LD]NG
2 1/21 SOUTH ENO LIFT 1 A 117.5 131.7 13.2 116.3 99 BUILDING
NOTES: Densities shown: pounds per cubic foot am []
~/ater Content: Percent of dry weight
Percent Compaction: Based on .ximum dry density obtained on E rr lcl3n
sampte indicated by material mark.
Terracon
III II I ~,! ~ Job No. 17971015 Date 1121/0'/
I llJl III \\ , Project PAPA JOltN'SRF~qTAURANT-
I I Ill ~ ~ N COPPELL, TEXAS
i I Ill \ a ~' Source of Material 0FF-SlTE BORROW
I I Ill \ i \ Description of Material TAN CLAYEY SAND ¢SELECT
IIII ~ \ k Material Designation A
12°11 I I ' I ] [ \' \ TestMethod ASTMD-698¢METHODAI
IIII
IIII
~a5 I llll ~, \ ~ TEST RESULTS
I I I I I I I I J Ill\ \
°o II I \~ \
u ilo ~ \ \ \ Optimum Water Content 13.0 %
~ I ~ '~X ATTERBERG LIMITS
· II \
I1,1 ,
II '~ \I~
v I I I ~ i ·· FOP. SPECIFIC GRAVITY EQUAL TO:
~ I I I , /-~2. so
=" 2.70
~ IIII 2.60
~o
il"
soil 1 II
75 ~n a~; 40 4
0 5 lO 15 20 25
~RTER CONTENT (Percent DrN ~eight)