Papa John's-LR 970401 TERRACON
CONSULTANTS, INC.
12801 Stemmons Freeway, Suite 907
Dallas, Texas 75234
(214) 243-8838
Fax (214) 243-4014
Date: 4-1-97 ]
To:
ACT C014HERCIAL CONSTRUCTION, INC.
697 HETRO PARE BOULEVARD
SUITE 25
LET~SVILLE ~ TI~XA.S 750~7
Attention:
Hit. JOE ~¥
IRe: PAPA 5Oldies It~STAURAi~ - COPPELL, TEXAS
lJob No: 17971015
We are transmitting ~ herewith E} under separate cover
item Date Description
I 3-19-97 FIELD COHPACTION REPORT (TESTS 3-12)
2 3-17-97 MOISTURE DENSITY RELATIONSHIP (HA. TERIAL B)
Remarks;
Yours truly.
TE R R AC O N~-'~ U LT~C~×//,'
LmIC J. CLEVELAND, P.E.
PROJECT ENGINEER
cc:
FIELD COMPACTION REPORT
Job No. 17971015
Job Name and Location: PAPA JOHNS - COPPELL, TEXAS Date 4/1197
ArChitect or Engineer:
Contractor: ACT COMMERCIAL CONSTRUCTION
Lift No. Maximum In-Place In-Place
Test Date Location or Mil. Lab Dry Wet Water Dry Percent Comments
No. Elev. Mark Density Density Content Density Compaction
3 17oMar SOUTH END -1 B 108 126 10.9 t13.6 105.2 WATER LINE
4 17-Mar SOUTH END GRADE B 108 127.4 10.6 115.2 106.7 WATER LINE
5 1?-Mar NORTH END -3.5 B 108 124.7 11 112.3 104.0 WATER LINE
6 17-Mar NORTH END -2 B 108 124 10.7 112.0 103.7 WATER LINE
7 18-Mar SOUTH END -3.5 B 108 122.8 13.8 107.9 99.9 WATER LINE
8 tS-Mar !NORTH END -3 B 108 121.6 14,1 106.6 98,7 WATER LINE
9 18-Mar SOUTH END -2.5 B 108 123.6 13.6 108.8 100.7 WATER LINE
10 18-Mar NORTH END -2 B 108 122.4 13.3 106.0 100.0 WATER LINE
11 19-Mar NORTH END GRADE B 108 115.2 11,7 103,1 95.5 WATER LINE
12 19oMar CENTER -1 B 108 115.6 13.1 102.2 94.6 WATER LINE
NOTES: Densities shown: pounds per cubic foot
Water Content: Percent of d~y weight
Percent Compaction: Based on maximum dry density obtained on
· sample Indicated by material mark. 'l~rracc~n~
Form 101--1-87
Terracon
13s ~~ MOISTUR~DENSITY RELATIONS//
~ \ Job No. 17971015 Date 3117107
~ ~ Project PAPA JOHN'S RESTAURANT -
130 \ \ COPPELL, TEXAS
~ ~ ~ Source of Material ON-SITE
125 ~ ~
\ ~' \ Description of Material REDDISH BROWN SANDY
\ ~ CLAY
k ~ Material Designation
120 ~ ~' \ Test Method ASTM D-698 (METHOD A~
\ \
\ ~ TEST RESULTS
\ ~ Maximum Dry Density 108,0
~ \ 5 Optimum Water Content 12.0 %
· -~, ~ '~ \ ATTERBERG LIMITS
~ LL PI. PI
1o5 t \, ~,1\
! l~ ~ k N 26% 14% 12%
~ · ~, CURVES OF 100% SATURATION
100 ~, ~ ~. FOR SPECIFIC GRAVITY EQUAL TO:
\ \ ~2.80
90 \\ ,~
,--
750 5 10 15 20 25 30 35 40 45
WATER CONTENT (Percent Dr~ Weight)
L