Rolling Oaks MC-LR081022
Com paction
Test Report
~ CTL I THOMPSON
TEXAS LLC
CLIENT: S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
DATE: 10/22108 PROJECT NUMBER: DA08255 000
Phase: 345 REPORT NUMBER: --..1L SHEET: --1- OF --1-
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
1 LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
BUILDING AREA, 15' SOUTH AND 30' CURVE NO 3
65 EAST OF THE NW CORNER 0.0 NUC 120.0 11.0 118.1 11.6 98 JOB NO DA08255.000
BUILDING AREA, 20' SOUTH AND 80' CURVE NO 3
66 EAST OF THE NW CORNER 0.0 NUC 120.0 11.0 119.1 11.3 99 JOB NO DA08255.000
BUILDING AREA, 50' SOUTH AND 10' CURVE NO 3
67 EAST OF THE NW CORNER 0.0 NUC 120.0 11.0 118.4 11.5 99 JOB NO DA08255.000
BUILDING AREA, 60' SOUTH AND 70' CURVE NO 3
68 EAST OF THE NW CORNER 0.0 NUC 120.0 11.0 117.9 12.0 98 JOB NO DA08255.000
BUILDING AREA, 100' SOUTH AND 40' CURVE NO 3
69 EAST OF THE NW CORNER 0.0 NUC 120.0 11.0 118.4 11.8 99 JOB NO DAOB255.000
BUILDING AREA, 130' SOUTH AND 60' CURVE NO 3
70 EAST OF THE NW CORNER 0.0 NUC 120.0 11.0 118.3 11.7 99 JOB NO DA08255.000
UNDER SLAB FILL
1 BELOW SUBGRADE
MOISTURE WITHIN
-1
TO +3
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF
OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS
SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO
APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE
TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN
THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
95
% OF MAXIMUM
ASTM D 698
SPECIFICATIONS:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
WATER TRUCK
THICKNESS OF LIFT
MOISTURE ADDED BY
0.5
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1)
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING ON
SELECT FILL PLACEMENT. WE OBSERVED DELIVERY, PLACEMENT AND COMPACTION WITH THE LOADER.
121 IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S}
65 - 70
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF
OBSERVATION:
O FULL
TIME;
CTLITHOMPSON TEXAS, llC
APPROVED BY
~ PERIODIC ON CALL BASIS' ~ CONTRACTOR'S OR CLIENTS REPRESENTATIVE
~ ' ,~ ADVISED
CHRIS THERIOT
FIELD REPRESENTATIVE
SF
LL.
o
D..
>
I-
en
z
w
c
>
a:
c
115
110
I
I I I I I I
--~--~----------~--~--~--1--
I I I I I I I I
- - L _ _ 1_ _ _1_ _ _,_ _ _ _ _ -' _ _ .J _ _ -! _ _ .J _ _
r I I I I I I I
I I I I I J I J
- - ~ - -I- - - r- - -J- - - - - -t - - -I - - -I - - -t _ _
I I t I I I I I
I J I I I I I I
- - r - - r - -,- - -,- - - - - -j - - .., - - .., - - , - -
I r J I I I I I
I I I I I r I I
I I I I I I t J
I I I I I I t I
--L__L__I___I_____~__.J__~__.J__
I I I J I I I I
I I I I I I I I
- - I- - - I- - -1- - -1- - - - - -i - - -1 - - -I - - -l _ _
I I I I I I I I
I I I I I I I I
- -r - -r - -1- - -,- - - - - -1- -..,- - 1- -., --
I I I I I I I I
I I I I I I I I
--~--~--,---l-----~--~--~--~--
I 1 J I I I 1 I
I
I I
--7--j-
I I
__.1__1.__
I I
I I I
---+--+--i--
I I I
I I I
--T--T--r--
I I I
I I I
I I I
I I I I
__J.__..L.__L__L__
I 1 I I
I I I I
--+--+--;'---1---
I I I J
J I f I
--T--T--r--r--
t I I I
I I I I
--"1--1--1--1--
I I I I
I
I I I r
--+--+--t---I---
I I I I
I I I I
--T--T--r--r--
I I I I
I I I I
--'--1--1--1--
I I r I
__..L__.L__L__L__
1 t I I
, 1 1 1
I
I 1 1 1
--T--T--r--r--
1 , 1 I
1 I 1 1
--I--7--T--I-
1 I 1 ,
__J.__J..__.1..__
I I I
I I I
---t--T--
I I
I I
I
I
I
I I
__l !.__l__!"__
, 1 , 1
, 1 1 1
__.J.__l.__.L.__L__
1 I , 1
, 1 I 1
---t--'t"--t---t---
fit I
1 I 1 1
--T--r--r--r--
I J 1 1
1 1 1 1
, 1 1 I
I t 1 1
__.J.__J..__.1..__.1..__
J t , I
1 1 I 1
---r--'t"--t*--r---
1 , , ,
I I , I
--T--r--r--r--
I I I
__1__1.__l__L__
I I I
I I I
I
I I I I
---t--T--r--t---
I t 1 1
1 I I 1
--T--T--r--r--
t 1 1 ,
__l__l__l__L__
I 1 1 1
1 I 1 1
--.J.__J..__.1..__.1..__
1 1 1 I
I 1 I I
5 10 15
MOISTURE CONTENT - %
Sample Description: CLA V, with sand and gravel,
gray and grayish brown
Location Fire Lane, 100' North of Freeport Entrance
105
100
I
I 1 1 1 J I I 1
- - ~ - -I- - -1- - -1- - - - - -1- - -I - - -I _ _ -I - _
1 1 l' 1 1 1 1
I 1 1 1 "I'
- - r - -,- - -1- - -,- - - - - -I - - "'l - - .., - - ., - -
I , 1 f 1 1 1 1
1 1 'lit , ,
- - 1- - - ,- - - ,- - -,- - - - - -I - - -1 - - "I - - I - -
, I f 1 " 1 1
- - L _ _ L _ _1_ _ _1_ _ _ _ _ _,_ _ ...J _ _ .J _ _ J _ _
1 1 " 1 1 1 1
t 1 1 1 lit I
2
CURVE NUMBER
MAXIMUM DRY DENSITY
100.0
OPTIMUM MOISTURE CONTENT
22.0 % DRY WEIGHT
PCF
,--,---,--
I I
I lIt 1
-----------~--~-----I--
I I I
I
__L__L__I________~
I I I
1 I 1 1 1
__L__~__l___'_____~__
1 1 1 1 1
1 J 1 1 I t 1 1
--~--~--1---1-----~--4--_I--~--
I I 1 I 1 I , I
1 1 " 1 1 1 1
- -,- - -,- - -1- - -1- - - - - -,- - -J - -..,- -""i --
I I t J 1 1 I 1
I 1 I I I 1 1 1
1 J I I 1 1 1 1
, , I 1 1 1 I 1
- - L _ _ L _ _ 1_ _ _1_ _ _ _ _ ---J _ _ ...J _ _ ..J _ _ J _ _
1 1 1 1 I J 1 1
1 1 1 1 1 1 1 1
- - ~ - - j- - - 1- - -1- - - - - -J - - ~ - - ""1 - - .., - _
1 I " "I 1
1 1 I 1 'I 1 1
- - ,- - -,- - - 1- - -1- - - - - -I - - -J - - .., - - -, - -
1 1 1 1 " 1 1
J 1 I 1 1 1 1 I
--~--~--,---I-----~--~--~--I--
1 1 1 1 1 1 1 1
I
J , I 1 I 1 J 1
- - t""" - -j- - -,- - -1- - - - - -[- -""1- - -j - - ~ __
, 1 1 I 1 I I I
I 1 1 J 1 I 1 1
- - 1- - -,- - -1- - -,- - - - - -1- - -I - - -I - - ., - -
1 1 " 1 1 I ,
--L-_L__I___I______I__~__~__J__
1 , 1 I 1 I 1 1
1 I 1 J I 1 r 1
- - L. - - I- _ _1_ _ _1_ _ _ _ _ _J _ _ -l _ _ ...J _ _ ...J _ _
1 1 1 1 'I 1 ,
I 1 1 1 1 1 1 ,
20
25
30
95
I
I r I 1 1 1 1 1
- -r - -1- - -1- - -1- - - - - -,- - -.- -.., - -., --
1 J I 1 r I , 1
I 1 1 1 1 1 1 1
- - ,- - - 1- - - 1- - -1- - - - - -, - - -, - - ""j - - I - -
I 1 1 I 1 1 , 1
--L-_L__I___'_____---J__...J__..J__J__
, t 1 I lit J
f 1 lIt I 1 1
- -t""" --r- - -1- - -1- - - - - -J- - -1- -"""1- - ~ --
I 1 J 1 I 1 , I
I 1 'I 1 1 I I
90
I
--L--L__________~__J__~__J__
I , 1 , 1 1
I 1 1 lIt 1 1
- _L _ _1_ _ _1_ _ _J_ _ _ _ _ -I__...J_ _..J _ _ J __
1 , 1 I " J I
, 1 1 1 I' 1 I
- - t- - - t- - -1- - -1- - - - - -1- - ""1 - - _I - - ~ - -
I I I 1 "I 1
1 1 1 1 lit 1
- - ,- - - J- - -1- - -,- - - - - -J - - "'l - - 'l - - -, - -
1 , I 1 1 1 1 I
1 , 1 1 I 1 1 1
, 1 'I '" t
lIt I , 1 1 I
- - L _ _ L _ _ 1_ _ _1_ _ _ _ _ -'_ _ ...J _ _ ...J _ _ J _ _
1 1 1 1 1 1 1 1
1 1 I lit I 1
- - r - -,- - - 1- - -1- - - - - ~ - - ~ - - ""1 - - ~ - -
I J 1 t 1 I 1 1
1 1 1 1 1 1 I I
- - 1- - - r- - - 1- - -,- - - - - -I - - -, - - 'l - - ""i - -
1 1 I r 1 1 I 1
1 I I 1 'I 1 J
- - 1- - -,- - -,- - -,- - - - - -I - - -,- -""j - -I--
1 1 1 t f I 1 1
LIQUID LIMIT 64 %
PLASTICITY INDEX 39 %
GRAVEL 1 %
SAND 15 %
SILT AND CLAY 84 %
Compaction
Test Results
FIG. 2
JOB NO. DA08152-345
T :~L~~~::.::
85
80
I
I I I' 1 1 1 ,
- - t""" - - t- - - 1- - -1- - - - - ~ - - ~ - - ""1 - - "'"t - -
J t 1 1 I I 1 1
I I 'I 1 1 , 1
- - r - - J- - -,- - -,- - - - - -,- - -I - - .., - - -, - -
lit I " 1 1
__L__L__I___r_____~__~__~__J__
J 1 1 1 J' 1 ,
1 1 1 1 1 1 1 1
--L.--I-__t___I_____~__-l__..J__...J__
, 1 1 I 1 1 , 1
1 I 1 1 I 1 1 I
Compaction Test Procedure: ASTM D 698, Method "A"
Project Name: Rolling Oaks Memorial Park
115
110
I
I I I I I I
--f--~----------~--~--~--~--
I r I I I I I I
--L__L__I___I_____J__~__~__J__
I I I I I I I I
I I I I I I I I
- - f- - - 1- - -1- - -1- - - - - _1_ _ -; _ _ -I _ _ -I _ _
I I I I I t I I
I I I I I I I I
- -r - -,- - -,- - -1- - -- - -1- - ,- - -, - -I--
I I I I I I I I
I I I I r I I I
I 1 I I I I I I
I I I I 1 J I r
- - L _ _1_ _ _1_ _ _,_ _ _ _ _ -' _ _ .J _ _ ..J _ _ .J _ _
I I I I I I I I
I I t I I I r I
- -~ - -I- - -1- - -1- - - - - -j- - -i- - -1- - -t --
I I I I I I I I
I I I I I I I I
- - r - -,- - -,- - -1- - - - - -1- - "'l - - -, - - -, - -
I I I I I I I I
I I I I I I I J
- - ,- - - ,- - - ,- - -1- - - - - -I - - -I - - "I - - I - -
I I I 1 I I I I
105
100
I
I I I I I I I I
- - f- - -I- - -1- - -J- - - - - -1- - -; - - -1 - - -t _ _
I I I' I I I I
I I I I I I I I
- - r - - 1- - - J- - -1- - - - - -I - - -, - - .., - - I - -
I I I I I I I I
I I I I I I I I
--~--I---I---,-----~--I--I--I--
I I I I I J I I
- - L _ _ 1_ _ _1_ _ _1_ _ _ _ _ _1_ _ .J _ _ .J _ _ .J _ _
I I I I I I I J
! 1 I I I I I I
95
I
J t I I I I I
- - r - -,- - -,- - -1- - - - - -1- - J - - ..., - -
1 I 1 I ,. 1
--~--~--I--_I_____~__J__J
1 , 1 1 1 1 1
I 1 I 1 I'
_ _ L.. _ _ 1_ _ _1_ _ _._ _ _ _ _ -1_ _ ~ _ _
. 1 1 r I 1
. I 1 1 1 I.
- -I- - -t- - -[- - -1- - -- - --1- ---1-
1 I r I 1 1
J 1 I' 1 1
90
I
--L--~--________~__J__J__J__
. j I 1 . 1
I I 1 1 J j 1 I
- - L.. _ _ 1_ _ _1_ _ _1_ _ _ _ _ -1_ _ ..J _ _ ..J _ _ ..J _ _
J 1 J I I 1 . .
. , I I 1 I I I
--I---~--r---,-----~--~--~--~--
r r r. I 1 I J
I , 1 I r r I 1
- - r - -,- - -1- - -1- - - - - -1- - -I - - ..., - - I - -
r r I I ,. I 1
J 1 r I t I . I
1 1 I 1 1 1 I 1
I 1 1 I 1 1 1 f
- - L.. _ _ 1_ _ _1_ _ _._ _ _ _ _ ...J _ _ ...J _ _ ..J _ _ ..J _ _
I 1 1 I 1 I 1 ,
1 I I 1 I f I I
- - I- - -I- - -1- - -1- - - - - ~ - - ~ - - ~ - - ~ - -
I 1 1 I , 1 1 1
I 1 1 I 1 1 I 1
- -,- - -,- - -1- - -1- - - - - -1- - -1- -,- -., --
1 1 1 f f I 1 I
_ _ f_ _ _ 1_ _ _ f_ _ _1_ _ _ _ _ _1_ _ _, _ _ ...! _ _ J _ _
J 1 1 I I I I J
1 I 1 1 1 f 1 1
LL
o
a..
>
I-
Cii
Z
W
C
>
a:
c
85
80
I
t 1 f I I I 1 1
- - I- - -,- - -1- - -1- - - - - --1- - ~ - - ~ - - ~ - -
I I 'I I 1 1 r
1 1 I I 1 I I 1
--r--r--I---I-----~--J--...,--,--
1 1 I f I I I ,
_ _1_ _ _1_ _ _,_ _ _1_ _ __ _ _1_ _ _1_ _...! _ _ J __
1 I I' 'I f 1
1 1 f I I I I 1
--L--~__I___f_____...J__~__..J__..J__
1 I t 1 1 1 , J
1 1 1 1 1 1 I ,
I
I I
--1--'-
I I
__.1__.1__
I I
I I I
--+--+--+--
I I I
I I I
--T--T--r--
I I I
I I I
I I I
I I 1 1
__.l__.i__L__L__
1 I 1 f
1 1 I I
--+--+--+---~--
1 1 1 ,
1 1 J 1
--T--T--r--r--
, I 1 1
__J.__l__~__!...__
1 1 I 1
I J I 1
I
1 1 1 J
--T--T--r--r--
I I I f
__J.__l__~__~__
I 1 1 .
1 , , I
__...J..__...J..__L__L__
1 1 I 1
J I 1 I
--+--+--+---~--
, . 1 1
1 I I 1
I
__J.__.!.__~__!.__
1 1 1 1
I I I I
__..J..__.1.__L__L__
1 1 I 1
I 1 1 I
---r--T--t---~--
1 1 1 I
J 1 I 1
--T--T--T--r--
1 1 1 I
1 1 I 1
J 1 I 1
1 I 1 ,
__...1.__l..__L__L__
1 1 1 1
1 1 , 1
---r--T--'r--r---
I I
I I
--T--------I--
I I
__l__l__L.__L__
I I
I I
I
1 r 1 I
---r--1'"--'r--r---
1 1 I 1
t I I 1
--T--T--r--r--
I I
__'!__l__l__L__
1 I I I
I 1 I I
-_J.__...1.__!-__l-__
1 1 1 1
1 1 1 1
1
CURVE NUMBER
MAXIMUM DRY DENSITY
105.0
OPTIMUM MOISTURE CONTENT
18.0 % DRY WEIGHT
PCF
r 1 - --I -,--..,--..,--
1 1 I' 1 1
'- _ _ _ _ _,_ _ _ _ _ _,_ _ _I _ _ J _ _ J _ _
I
I
I
I
I
I
" I I
- -1- - -,- - -1- - -1- - - - - -I-
I 1 1 1 I
__L..__L__J___I______I__...J
I 1 , I 1 I
1 f I 1 I 1
- -t- - -t- - -1- - -1- - - - - -1- - --1--
1 I " J 1
1 I I 1 I 1
I
J 1 I I 1 I 1
- -.- - -1- - - - - -1- - - - - -1- - -, - - -, --,
I 1 I' I 1 I ,
--L..--L__I___I_____-I__...J__..J__..J__
· I I I I I I 1
1 1 1 1 1 1 r I
- - r- - - t- - -1- - -,- - - - - -I - - ~ - - -1 - - "i _ _
I I I I 1 I , 1
I 1 1 1 [I 1 I
- - r - - 1- - - 1- - -1- - - - - -1- - -I - - -I - - 1 - -
1 1 " 1 1 1 I
! I 'I I I 1 1
I 1 1 1 1 I I I
1 1 J I 1 1 1 I
- - L.. _ _ L _ _ 1_ _ _1_ _ _ _ _ -l _ _ ...J _ _ ..J _ _ ..J _ _
I I [I I I I 1
j f I 1 'I I 1
- -r- - -t- - -1- - -,- - - - - -1- - ~- - -; - -..., __
lit I 1 1 1 I
I I 1 I , I , 1
- - ,- - -1- - -1- - -1- - - - - -1- - -,- - I - - ""1 - -
I I 1 1 1 I 1 ,
__L__L__I___'______I__~__...!__J__
1 , I' I 1 1 1
1 I 1 1 1 I I 1
I
1 , 1 I I 1 , 1
--1---t---1---1-----4--~---;---;--
1 1 I 1 1 1 1 I
1 1 1 I 1 1 1 I
--r--r--'---I-----~--~--I--l--
I I I I " I 1
--L__L__I___I______,__~__...!__J__
I 1 1 I 1 I 1 I
1 1 I I 1 1 1 ,
--~--L--I---I--___...J__~__..J__..J__
, I I I I I . 1
I , 1 1 I I , 1
5 10 15 20
MOISTURE CONTENT - %
Sample Description : CLAY, with calcarous nodules and
sand, grayish brown
Location Stock Pile ( From - 2' to - 3.5' )
25 30
LIQUID LIMIT 45 %
PLASTICITY INDEX 24 %
GRAVEL %
SAND 36 %
SILT AND CLAY 64 %
Compaction
Test Results
FIG. 1
Compaction Test Procedure: ASTM D 698, Method "8"
Project Name: RESTLAND FUNERAL HOME
JOB NO. DA08255-345
T ~~L~~~~.:~~
120
115
I
I I I I I I
--~--~----------~--l--~--~--
I I I J r I I I
_ _ L _ _ 1_ _ _,_ _ _'_ _ _ _ _ ~ _ _ -' _ _ .J _ _ .J _ _
I I I I I I I I
I I I I I I t I
- - I- - -1- - -1- - -1- - - - - -! - - -l - - -l - - ~ _ _
I I I I I I I I
I I I I I I I I
--r--I---,---,-----~--~--,--,--
I I t I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I J
__L__L__I___t_____~___'__.J__~__
I I I I I I I I
I I I I I I I I
- - t- - - 1- - -1- - -1- - - - - -1- - -l - - -t - _ ~ _ _
I i I I I J I I
I I I I I I I I
- - r - - 1- - -1- - -1- - - - - -J - - "I - - 'I - - ., - -
I I I I I J I I
I I I I I I I I
- - 1- - - 1- - -,- - -,- - - - - -I - - -I - - I - - t - -
I I I I 'I I I
110
105
I
I I I I I r I I
--t---~--I---t-----_I--_l--_l--~--
I J I I I I I I
I I I I I I I I
- - r - - 1- - -,- - -,- - - - - -1- - ,- - ., - - ., - -
I I I I I I I I
_ _ 1_ _ _1_ _ _1_ _ _1_ _ _ _ _ _,_ _ _I _ _ J _ _ ..! _ _
I I I I I I I I
t I I I I I I I
_ _ L _ _ ,_ _ _1_ _ _1_ _ _ _ _ -l _ _ -' _ _ .J _ _ .J _ _
I I I I I I I I
I I I I I I I I
100
I
I I I I I I I I
- - r - - 1- - -1- - -1- - - - - -1- - 1- - 'I - - 'I - -
I 1 1 1 1 1 1 I
_ _1_ _ _1_ _ _1_ _ _1_ _ _ _ _ _1_ _ _1_ _ J_ _...!.__
lit I 1 1 1 1
I 1 1 1 I 1 1 I
- _ L _ _ L _ _1_ _ _1_ _ _ _ _ _1_ _ ..J _ _ ..J _ _ .J
1 1 I I 1 I I I
1 lit 1 1 1
- - I- - -1- - -1- - -1- - - - - -j - - -i - - -1 -
I I 1 1 1 1 1
1 I I 1 1 I 1
95
I
__L__L__________~__~__J__...!.__
I I 1 1 1 1
1 1 I lit 1 I
_ _ L _ _ 1_ _ _ 1_ _ _1_ _ _ _ _ _I _ _ ..J _ _ ..J _ _ .J _ _
J 1 1 1 I 1 1 1
I I 1 1 1 I 1 1
- - r- - - t- - -1- - -1- - - - - -J - - -i - - -; - - "1 - -
1 1 1 1 lit 1
1 lit I 1 1 1
- - r - "'1- - -1- - -1- - - - - -1- - -, - - ,- -"1 --
I I I 1 1 I I 1
1 1 I' 1 1 I 1
J 1 1 1 'I 1 1
I 1 1 1 I I 1 I
_ _ L _ _ t_ _ _ J_ _ _1_ _ _ _ _ -l _ _ ..J _ _ .J _ _ .J _ _
lit 1 1 1 I 1
J 1 1 1 I 1 1 1
- - r- - -1- - -1- - -1- - - - - -J- -"""'1- - -; - - -; --
1 1 I 1 1 I
1 I 1 I I 1
--r-----I--------~--~--,--"1--
1 1 J 1 1 1
__L__L__I________~__~__~__J__
I 1 I 1 1 I
I I 1 1 1 1
LL.
(,)
Q.
>
....
en
z
w
c
>
a:
c
90
85
I
J 1 1 1 I 1 I 1
- - r - -1- - -1- - -1- - - - - -j- -...,- - -; - -"'1 --
I 1 I I I 1 1 I
1 1 I 1 1 I I I
- -1- - -1- - -1- - -1- - - - - -1- - -1- -1- - I--
I 1 1 1 1 1 1 1
_ _ ,_ _ _ ,_ _ _1_ _ _1_ _ _ _ _ _1_ _ _J _ _ ~ _ _ J _ _
1 I 'J 1 I 1 I
1 1 I 1 I I I I
- - ~ - - 1- _ _1_ _ _1_ _ _ _ _ _1_ _ -I _ _ -J _ _ .J _ _
1 J 1 1 I 1 1 1
1 , 1 1 I I 1 1
I
lit 1
-1--,--'1--1"--
I I J I
__l.__L__L__
I I I
I I I
-+--~--t---
I I I
I I I
T--r--r--
I I
I I
I I
I I
1.__1...__
I I
I
--t---
I
I
r--
I
---+
I
I
--T-
I
I
I
I I
__.1__l._
I I
I I
--+--+--
I I
I I I
--T--T--r-
I I I
I 1 , .
--7--7--T--
I I I
I
1 1 I 1
--T--T--r--r--
1 I 1 I
-_..!.__!.__l..__!"'__
1 1 1 1
1 I 1 I
__.J..__J..__L__L__
1 1 1 1
1 1 1 1
---t--1'"--t---t---
I I 1 ,
I I 1 1
I
-_..!.__!._-.!..__!..._-
1 I 1 1
I 1 I 1
__.J..__J..__L__L.__
lit 1
1 I 1 1
---r--1---t---t---
I I I
lit 1
--T--T--r--r--
I lit
, 1 I 1
1 1 1 1
1 1 1 1
__.J..__J..__L__L__
1 1 J t
I 1 I 1
---r--1'"--T"--r---
I
I 1 1 I
--T--T--T--r--
1 1 I 1
__l__!'__l..__!"__
1 1 I 1
I I I
I
1 1 I 1
---r--1'"--t---r---
1 1 1 I
1 I 1 ,
--T--T--r--r--
I I I
__l__l.__L__!"__
1 1 1 1
J I 1 1
__.J.__.J.__.L.__L.__
I 1 1 1
I 1 I 1
5 10 15 20
MOISTURE CONTENT - %
Sample Description : CLAY, with sand, dark grayish brown
2
CURVE NUMBER
MAXIMUM DRY DENSITY
107.0
OPTIMUM MOISTURE CONTENT
18.0 % DRY WEIGHT
PCF
r 1 - - I""'"
1 I 1 1 1
1 I 1 1 1 , 1
- - 1- - - 1- - - - - -1- - - - - -, - - - - - t - - - - -
I 1 I 1 1
I I
__L__~___ 1 I 1
1 J --1--'--'--
1 I 1 . I I I t I
- - L _ _I- _ _1_ _ _1_ _ _ _ _ _1_ ..J _ _ .J _ _ .J _ _
I 1 1 I 1 1 1 1
I 1 I I 1 I 1
--~--~--I---l------I--~ -~--"1--
1 lit I I 1 I
I 1 1 1 1 1 1 1
- -j- - -1- - -1- - -J- - - - - -1- - -J- - - -.., --
1 I t I 1 1 I 1
1 , 1 1 I' 1 I
I I 1 1 I 1 1 1
j 1 1 1 1 1 J
- - L _ _ L _ _ t_ _ _1_ _ _ _ _ _1_ _ ....J _ _ ..J _ _ .J
1 I 1 I 1 I 1 I
1 I 1 1 I 1 1 I
- -r - -~ - -1- - -1- - - - - -1- -"""'1- -.,- - -; --
1 1 I 1 1 1 I 1
1 1 1 I 1 J I 1
--r--r--I---I-----~--~--,--,--
1 I 1 I I 1 1 I
_ _ 1_ _ _ 1_ _ _1_ _ _1_ _ _ _ _ _, _ _ _I _ _ ~ _ _ J _ _
I I lit 1 1 1
lit 1 1 1 1 1
I
1 1 1 I I I 1 I
- - r- - - ~ - -1- - -1- - - - - -1- - ., - - -; - - -; - _
I 1 1 1 I 1 1 1
I 1 1 1 1 1 j 1
--r--r--l---,------I--~--'--l--
1 J 1 I 1 I 1 1
__L__L__I___I_____~__~__~__~__
J t J 1 I 1 J 1
I 1 I 1 1 1 1 1
- - L - - ~ _ _!_ _ _1_ _ _ _ _ _1_ _ -1_ _ -J _ _ -l _ _
1 1 I I tit I
1 1 1 1 1 I 1 1
25 30
LIQUID LIMIT 49 %
PLASTICITY INDEX 28 %
GRAVEL 1 %
SAND 28 %
SILT AND CLAY 71 %
Compaction
Test Results
FIG. 2
Location
Stock Pile ( From - 3.5' to - 6.0' )
Compaction Test Procedure: ASTM D 698, Method "B"
Project Name: RESTLAND FUNERAL HOME
JOB NO. DA08255-345
T :~L~~~~!.~~
U. 105
0
C.
~
in
z
w
c
>
a:
c 100
130
125
I
I t I I
---I---~---~---I---
I I I I
I I I I
--_I___~___L___l___
I I I I
I I I I
___I___~___L___I___
I 1 r I
I I I I
I I I I
---'---1---r---I---
I I I 1
I I I I
I
I I I I I
---~---I---~---~------~
I I I J I
I I I I I
___L___I___~___L______~__
I I I I I
I I I t I
---L___I___~___L______l___
I I I J I
I I I I I
I I I I I I
---r---I---l---r------,---r-
I I I I t I
I I I I I I
3
CURVE NUMBER
MAXIMUM DRY DENSITY
120.0
OPTIMUM MOISTURE CONTENT
11.0 % DRY WEIGHT
I
I J I I I I
---~---I---~---~------~---~-
I I I I I I
I I I I I I
---L___J___~___L______~___L___I__
I J I' I
I I I I I
- - _1- _ _ _ _ _ L _ _ _ _ _ _ J _ _ _ L _ _ _1_ _ _ _ _ _ _
I I I I I
I I I I I
I I I I I I
---1--- ---r------l---r---I---l-
I I I I I I
t I I I I I
I
I I
---~---I---~---~--
I I I I
I
I I
- - -1- - - -+ - - -
I I
I I
_ _1_ _ _ .l _ _ _
I I
I I
J___J___
I
I
I
-1---
I
I
120
I
I I f I
---I----+---~---l---
I I I I
I I J I
___I___.l___L___I___
I I I
I I I
___,___ ___L___I___
I I I
I I I
I I I
---,--- ---r---I---
I I I
I I I
I I
1 1 1 1 1 1 I 1
---~---1-.-~---~------~---~---1---4
I 1 1 1 1 I 1 1
1 1 1 1 I 1 I 1
---L___I___~___L______~___L___I___~_
1 I 1 I 1 ,
I 1 1 I , 1
___'___1___ ______l___L___'___l___
" 1 1 1 1
1 t J J 1 I
1 1 " I 1
---l---~--- ------~---r---,---~---
" 1 1 1 J
1 1 1 1 1 I
I
" I 1 I I
---~---1---4---~______4-__~--_1---4___
1 1 1 1 I I I r
1 , 1 1 I 1 I 1
___L___I___~___L______~___L___I___~___
J t t 1 1 I 1 I
I 1 1 1 " J 1
t 1 1 1 'I I 1
---~---I---~---~------~---~---I---~---
I t I 1 1 I t 1
I t 1 1 1 I 1 1
- - - r - - -1- - -,. - - - r - - - - - - 1 - - - r - - -1- - -,. - - -
1 I I I I 1 I I
1 1 I I 1 1 1 1
I
1 I 1 1 J I I 1
---~---,---4---~______~___~___I---~___
1 1 I 1 I 1 1 I
I 1 I I 1 1 1 I
_ _ _ L _ _ _1_ _ _ ~ _ _ _ L _ _ _ _ _ _ ~ _ _ _ L _ _ _1_ _ _ ~ _ __
1 , 1 1 1 I I 1
1 1 I I I I I 1
1 I 'I I 1 1 I
---~---I---~---~------~---~---I---~---
I 1 1 1 1 I 1 1
1 J 1 1 1 1 I 1
---r---'---'---r------'---r---'---,---
1 1 I I I t J
I 1 r 1 t 1 I
o 5 10
MOISTURE CONTENT - %
Sample Description: SELECT FILL, CLAYEY SAND,
with gravel, light orang ish brown ( CL )
115
I
I I I
---I---~---~---t---
1 1 I 1
I , I 1
___I___~___L___I___
I I I
I I I
___,___ ___L___I___
I I I
I I I
I I I
---,--- ---r---I---
I I I
I I I
Location
Stock Pile
JOB NO. DA08255-345
" :~L~~~~.:~~
110
I
I I I
---I---~---~---I---
1 I 1 1
1 I 1 1
___I___~___L___I___
I I I
I J I
___'___1___ ___1___
I I I
I I I
I J I
---1---"--- ---1---
I I J
I I I
I
I I I
---1--_4___~-__1___
1 1 1 1
I 1 1 1
___I___~___L___I___
1 1 I I
1 I 1 1
___'___1___L___I___
I 1 I 1
1 1 I 1
1 J 1 1
---,---,.---r---I---
I 1 J I
1 1 I I
I
I t 1 1
-__t___~___~___,___
1 1 1 I
1 1 1 1
___'___J___L___I___
I I J 1
f 1 1 1
1 1 1 I
---I---~---~---I---
I , 1 1
1 1 1 J
---I---,---r---,---
1 J 1 1
1 I 1 1
Compaction Test Procedure: ASTM D 698, Method "B"
Project Name: RESTLAND FUNERAL HOME
PCF
- - -1- _ _ ~ _ _ _ L _ _ _1_ _ _
1 1 I 1
I 1 1 1
_ _ _1_ _ _ j _ _ _ L _ _ _1_ _ _
1 I I 1
1 1 I 1
1 1 1 I
- - -1- - - i - - -1- - -1- --
1 I I 1
t 1 1 1
I
I I
- - _1- _ _ .j. _ _ _ ~
I I I
I I I
_ _ _1_ _ _ .! _ _ _ L _
I I I
I I I
I I I
- - -1- - - l' - - - r - - -
I I I
I I I
I
t 1 I 1
- - -1- - - 4 - - - ~ _ _ -1- _ _
I 1 1 1
I , I 1
_ _ _1_ _ _ ~ _ _ _ L _ _ _1_ _ _
1 1 1 1
I 1 1 I
I lit
---I---~---~---I---
1 t r I
1 1 1 I
---,---,---r---,---
1 1 1 1
1 I I 1
I
I 1 1 1
---I---~---~---I---
I I I 1
1 1 1 1
_ _ _1_ _ _ ~ _ _ _ L _ _ _J_ _ _
I 1 1 I
I t I 1
I I I 1
- - -1- - - ~ - - - ~ - - -1- --
1 1 1 1
, 1 1 1
---I---,---r---t---
1 I I 1
1 I I 1
15 20
LIQUID LIMIT 22 %
PLASTICITY INDEX 9 %
GRAVEL 1 %
SAND 63 %
SILT AND CLAY 36 %
Compaction
Test Results
FIG. 3