alley pavement dent const. 9/6/19831
GEOTECHNICAL SERVICES
Date 6 Sept 1983
rota) 827-9381
-,, 130 South Fouts atop
Lab No. D088 Salina, Kona. 07401
Job NO. 5GS11 TEST REPORT
Test Made for
Dent
Construction, Inc.
Project
Alley
Pavement
Location Salina, Kansas
Contractor
Dent
Construction, Inc.
Architect or
Engineer City Engineering Dept.
Sample of
Subgrade Soil
Source Alley S. of State Street
& E. of Broadway
Sampled at
Alley
(See Below)
Date Received 1 Sept 1983
lFor Moisture -Density Curve see Lab Report A -12W R31
TEST RESULTS
FIELD DENSITY & COMPACTION TEST
(Sand -cone Method)
Test No.
Measured from
Distance N or S
Distance E or W of W. Side Alley
Depth below finish fill
Depth below exist. fill
Field Moisture, %
Field Dry Density, Lb./Cu.FT.
Optimum Moisture, %
Maximum Dry Density, Lb./Cu.Ft.
Compaction, %
1
S. Property Line State Street
31.5' S
11' E
0.1'
0.1'
21.7
94.3
21.0
95.6
99
Specified Compaction = 90-95% of Maximum Dry Density.
e
0
e- C� n7 Gid!
cc: 2 - Dent Construction, Inc.
2 - City Engineer
File: I
Respectfully submitted,
GEOTECHNICAL SERVICES //
iEO TECHNICAL SERVICES OF KANSAS, INC,
139 SOUTH FOURTH STREET - SALINA, KANSAS 67401 • (913) 827-9381
AFFILIATED OFFICES IN OMAHA AND LINCOLN, NEBRASKA Date 6 Sept 1983
Lab No. A-128
TEST REPORT Job No. 5GS11
Test Made for
Dent
Construction, Inc,
IN
MENEMIN0
No
Project
Alley
Pavement
Location
Salina, Kansas
Contractor
Dent
Construction, Inc.
Architect or
Engineer
City
Engineering Dept.
Sample of
P
Subgrade
Soil
Source
Alley S.
of State Street
& E.
of Broadway
Test Method
ASTM:
D698
Date Received
1
SeDt 1983
130
IP.P
110
100
cc:
MOISTURE - DENSITY COMPACTION CURVES
MENEM
SOMME
NEE
ME
No
ME
IN
MENEMIN0
No
M
NNE
No
ON
MEN
on isi
SMNIEMMM
ON
MIN NN
Ia-MNOEMENEMNO
ME
noON
MEMENNo
NEE
M
NNE
MEMO
MEMNONNNE
0 10611111111M
0 MOMmoons
UP D
2 - Dent Construction, Inc.
2 - City Engineer
File: I
to 15 20 25 30
MOISTURE
(Percent of Dry Weight) Respectfully submitted,
GEOTECHNICAL SERVICES
OF KANSAS, INC.
By ��P�