Post on 05-Oct-2021
Borrow Site Report
PROJECT NO. NH-2-013(060)243
PCN 21701
COUNTY McIntosh/Logan/Lamoure
US Highway 13 RP 243.637 to RP 263.332
PREPARED BY: Kyle Evert, P.E.
NORTH DAKOTA DEPARTMENT OF TRANSPORTATION MATERIALS AND RESEARCH DIVISION
October 2018
!(!(
!(!(!(!(!(!(!(!(!(
!(!(!(!(!(!(!(!(
29
28
30
257
255
258
254
256
253
27.288256.318
North Dakota state agencies and the ND GIS Hub0 1 20.5 Miles
Ü
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Valley CityBismarckFargo
Borrow Site Investigation
Project: NH--2-013(060)243PCN: 21701Scope: Mill and Overlay w/Sliver Grading Length: 19.7632 MilesLocation: RP 243.637 to RP 263.332
Haag and Hahne borrow site
ND Highway 13
Lautt borrow site
Table of Contents Introduction ..................................................................................................................... 1
Sampling and Testing Procedures: ................................................................................. 1
Borrow Site ...................................................................................................................... 1
Summary and Recommendations ................................................................................... 1
Appendix
Appendix A – Map of Boring Locations Appendix B – Summary and Lab Results for Selinger Borrow Site Appendix D – NDDOT Material Source Certificate of Approvals
Borrow Site Report NH-2-013(060)243 Page 1
Introduction This report includes the investigation of the borrow site on project NH-2-013(060)243. The borrow site included in this report is the Haag, Hahne, and Lautt borrow site. The field and subsurface investigation was conducted on 8/27/2018 and 8/28/2018 in order to develop this report.
Sampling and Testing Procedures: Borings were conducted with a six inch solid flight auger. Soil samples were taken at each boring location. Borings that had significant changes in soil type were split into separate samples. Moisture content samples were taken at 1 foot intervals.
The samples were submitted to the laboratory for determination of AASHTO classification, moisture content, dry density, sieve analysis, and Atterberg limits.
Borrow Sites These sites were drilled on 8/27/2018 and 8/28/2018. A total of 8 borings were conducted for the Haag site, 9 boring for the Hahne site, and 2 borings for the Lautt. Detailed data is in Appendix B.
Summary and Recommendations
Haag Borrow Site Recommendation A majority of the soils encountered in the Haag Borrow Site were lean clays and fat clays that classified as A-7-6 soils. The soils have a marginal swell potential. The majority of the soils have a liquid limit less than 50 and have low moisture contents. The soils generally have a moisture content 0 to 6 percent over optimum.
The soil conditions are marginal. These soils are typical of clays found in North Dakota. The material in this borrow site will perform adequately as subgrade material.
Hahne Borrow Site Recommendation The soils encountered in west portion of the Hahne Borrow Site were lean clays that classified as A-7-6 soils. The soils have a low swell potential. The majority of the soils have a liquid limit less than 50 and have low moisture contents. The soils generally have a moisture content 0 to 6 percent over optimum.
The soil conditions are marginal. These soils are typical of clays found in North Dakota. The material in this borrow site will perform adequately as subgrade material.
The soils encountered on the east portion of the Hahne Borrow site are silty sands and clayey sands. These soils have high sand and aggregate percentages and low silt percentages. This location will perform adequately as a subgrade materials.
Borrow Site Report NH-5-085(073)051 Page 2
Only two locations were able to be bored due to standing corn. The soils encountered in the Lautt Borrow Site were lean clays that classified as A-7-6 soils. The soils have a low swell potential. The majority of the soils have a liquid limit less than 50 and have low moisture contents. The soils generally have a moisture content 0 to 6 percent over optimum.
The soil conditions are marginal. These soils are typical of clays found in North Dakota. The material in this borrow site will perform adequately as subgrade material.
Lautt Borrow Site Recommendation
Lautt Borrow Site Recommendation
APPENDIX A
Map of Boring Locations
!A!A
!A!A
!A
!A !A !ABRW 8BRW 7BRW 6
BRW 5BRW 4
BRW 3BRW 2
BRW 1
28
21
N
256
0 500250 Feet
Ü
Valley CityBismarckFargo
Haag Borrow SiteProject: NH-2-013(060)243PCN: 21701Location: A portion of NE 1/4 (lying N of ND 13
Logan County Sec28, T.133N, R.67W
Legend!A LinearSoils
Reference Points
!A !A !A !A
!A!A!A!A!ABRW 9
BRW 8 BRW 7 BRW 6 BRW 5BRW 4BRW 3BRW 2BRW 1
1
3231N
N
248
0 1,000500 Feet
Ü
Valley CityBismarckFargo
Hahne Borrow SiteProject: NH-2-013(060)243PCN: 21701Location: A portion of S 1/2 S 1/2 Logan County Sec32, T.133N, R.68W
Legend!A LinearSoils
Reference Points
!A
!ABRW 2
BRW 1
29
32
N
0 500250 Feet
Ü
Valley CityBismarckFargo
Lautt Borrow SiteProject: NH-2-013(060)243PCN: 21701Location: SW Qtr (N of Hwy 13)
Logan County Sec29, T.133N, R.67W
Legend!A LinearSoils
Reference Points
APPENDIX B
Summary and Lab Results
0
2
4
6
8
10
12
14
16
18
20
22
24
26
0
2
4
6
8
10
12
14
16
18
20
22
24
26
Dep
th (
ft)
Boreholes Equally Spaced (0 to 260 ft)
LEGEND
PROJECT NUMBER NH-2-013(060)243 Haag
LOCATION Logan County
PCN 21701
ND
DO
T_L
INE
AR
CO
LOR
FE
NC
E_D
EP
TH
- 2
0171
219.
GD
T -
10/
1/1
8 0
9:38
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-HA
AG
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
MC < Opt 6<=MC<10%Over Opt
0<=MC<6%Over Opt
10<=MC<16%Over Opt
MC>16%Over Opt
Avg. In-PlaceMoisture Content
Low HighMarginalSwell Potential
Liquid Limit LL<50 50<=LL<60
>5%Over PL
0-5%Over PLMoisture Content
LL>=60
Below PL Non-Plastic
A-6
(7)
[CL
]
PI =
17
36.2
Avg:8.3
Opt:11.7
1 ft
5 ft
1 ft
2 ft
3 ft
4 ft
5 ft
521
BRW - 1255+4300
A-7
-5(4
0) [
CH
]
PI =
35
66.8
Avg:20.6Opt:20.8
1 ft
5 ft
1 ft
2 ft
3 ft
4 ft
5 ft
522
BRW - 2255+4550
A-7
-6(1
3) [
CL
]
PI =
23
41.0
Avg:18.0Opt:14.7
1 ft
25 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
11 ft
12 ft
13 ft
14 ft
15 ft
16 ft
17 ft
18 ft
19 ft
20 ft
21 ft
22 ft
23 ft
24 ft
25 ft
523
BRW - 3255+5100
A-7
-6(4
1) [
CH
]
PI =
39
65.7
Avg:20.4Opt:19.3
1 ft
5 ft
1 ft
2 ft
3 ft
4 ft
5 ft
524
BRW - 4255+4425
A-7
-6(1
4) [
CL
]
PI =
25
45.4
Avg:17.7Opt:14.4
1 ft
25 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
11 ft
12 ft
13 ft
14 ft
15 ft
16 ft
17 ft
18 ft
19 ft
20 ft
21 ft
22 ft
23 ft
24 ft
25 ft
525
BRW - 5255+4675
A-7
-6(1
5) [
CL
]
PI =
25
44.6
Avg:16.5Opt:15.4
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
526
BRW - 6255+4300
A-7
-6(1
6) [
CL
]
PI =
27
45.4
Avg:17.2Opt:12.9
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
527
BRW - 7255+4480
A-7
-6(1
7) [
CL
]
PI =
29
46.3
Avg:16.0Opt:12.4
1 ft
5 ft
1 ft
2 ft
3 ft
4 ft
5 ft
528
BRW - 8255+4730
BR
W -
3
BR
W -
4
BR
W -
5
BR
W -
6
BR
W -
7
10.3
9.1
7.9
6.9
7.0
25.3
19.3
19.6
19.4
19.4
13.1
13.2
15.0
14.7
14.7
17.7
17.9
19.6
18.2
17.0
17.5
17.9
17.8
17.4
18.3
19.2
21.4
20.2
20.6
16.4
19.7
19.4
21.4
21.8
20.4
20.3
19.2
19.7
21.1
21.7
13.8
9.5
14.2
11.8
16.0
17.3
15.3
18.0
18.5
18.7
20.0
19.9
20.4
19.8
17.0
19.9
19.6
19.8
20.1
17.2
19.4
19.9
19.7
19.4
18.1
14.3
13.7
13.0
14.8
18.1
15.6
17.5
19.4
19.3
19.3
14.8
16.4
19.3
18.1
17.1
16.6
16.9
17.3
18.7
16.6
15.5
14.7
16.9
16.5
16.3
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
0 10 20 30 40
Test Method
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
DR
Y D
EN
SIT
Y, p
cf
WATER CONTENT, %
BRW - 1
BRW - 2
BRW - 3
BRW - 4
BRW - 5
BRW - 6
BOREHOLE DEPTH
BRW - 1
BRW - 2
BRW - 3
BRW - 4
BRW - 5
BRW - 6
BOREHOLE DEPTH
36
67
41
66
45
45
19
31
18
26
20
20
17
36
23
40
25
25
120.7 PCF
101.5 PCF
115.6 PCF
104.8 PCF
115.9 PCF
114.5 PCF
11.7 %
20.8 %
14.7 %
19.3 %
14.4 %
15.4 %
AASHTO Classification USCS Description
SANDY LEAN CLAY(CL)
FAT CLAY(CH)
SANDY LEAN CLAY(CL)
FAT CLAY(CH)
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
1.0
1.0
1.0
1.0
1.0
1.0
PILL PL Optimum WC
MOISTURE-DENSITY RELATIONSHIP
A-6 (7)
A-7-5 (40)
A-7-6 (13)
A-7-6 (41)
A-7-6 (14)
A-7-6 (15)
Max DD
1.0
1.0
1.0
1.0
1.0
1.0
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
CO
MP
AC
TIO
N (
MU
LTIP
LE C
UR
VE
S)
- 20
171
219.
GD
T -
10/
1/18
09
:40
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-HA
AG
.GP
JNORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
0 10 20 30 40
Test Method
AASHTO T-180 Method A
AASHTO T-180 Method A
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
DR
Y D
EN
SIT
Y, p
cf
WATER CONTENT, %
BRW - 7
BRW - 8
BOREHOLE DEPTH
BRW - 7
BRW - 8
BOREHOLE DEPTH
45
46
18
18
27
28
120.8 PCF
121.7 PCF
12.9 %
12.4 %
AASHTO Classification USCS Description
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
1.0
1.0
PILL PL Optimum WC
MOISTURE-DENSITY RELATIONSHIP
A-7-6 (16)
A-7-6 (17)
Max DD
1.0
1.0
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
CO
MP
AC
TIO
N (
MU
LTIP
LE C
UR
VE
S)
- 20
171
219.
GD
T -
10/
1/18
09
:40
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-HA
AG
.GP
JNORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
501/2HYDROMETER
USCS Classification
D60
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
D100
25
9.5
25
9.5
25
AASHTO Classification
CL
CH
CL
CH
CL
19
31
18
26
20
0.093
0.046
0.048
BOREHOLE DEPTH
BOREHOLE DEPTH
D30
0.006
D10 %Clay
28.2
67.9
33.1
69.6
35.4
%Gravel
5.3
0.7
0.8
0.7
2.9
%Sand
38.3
6.1
33.2
8.5
32.1
%Silt
28.1
25.3
32.9
21.2
29.6
36
67
41
66
45
CuLL PL
17
36
23
40
25
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
BRW - 1
BRW - 2
BRW - 3
BRW - 4
BRW - 5
coarseSILT OR CLAY
finemedium
1403 4 20 406 601.5 8 143/4 3/8
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
BRW - 1
BRW - 2
BRW - 3
BRW - 4
BRW - 5
3 10024 16 301 2006 10
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
A-6 (7)
A-7-5 (40)
A-7-6 (13)
A-7-6 (41)
A-7-6 (14)
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
GR
AIN
SIZ
E -
201
712
19.G
DT
- 1
0/1/
18 0
9:4
1 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AA
G.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
501/2HYDROMETER
USCS Classification
D60
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
D100
25
25
25
AASHTO Classification
CL
CL
CL
20
18
18
0.044
0.038
0.039
BOREHOLE DEPTH
BOREHOLE DEPTH
D30 D10 %Clay
35.9
35.5
35.9
%Gravel
2.3
4.0
2.5
%Sand
31.8
27.5
29.5
%Silt
30.0
33.0
32.1
45
45
46
CuLL PL
25
27
28
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
BRW - 6
BRW - 7
BRW - 8
coarseSILT OR CLAY
finemedium
1403 4 20 406 601.5 8 143/4 3/8
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
BRW - 6
BRW - 7
BRW - 8
3 100
24 16 30
1 2006 10
1.0
1.0
1.0
1.0
1.0
1.0
A-7-6 (15)
A-7-6 (16)
A-7-6 (17)
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
GR
AIN
SIZ
E -
201
712
19.G
DT
- 1
0/1/
18 0
9:4
1 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AA
G.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 1 1.0 36 19 17 25 56 A-6 (7) CL 10.3 8.3
BRW - 1 2.0 9.1 8.3
BRW - 1 3.0 7.9 8.3
BRW - 1 4.0 6.9 8.3
BRW - 1 5.0 7.0 8.3
BRW - 2 1.0 67 31 36 9.5 93 A-7-5 (40) CH 25.3 20.6
BRW - 2 2.0 19.3 20.6
BRW - 2 3.0 19.6 20.6
BRW - 2 4.0 19.4 20.6
BRW - 2 5.0 19.4 20.6
BRW - 3 1.0 41 18 23 25 66 A-7-6 (13) CL 13.1 18.0
BRW - 3 2.0 13.2 18.0
BRW - 3 3.0 15.0 18.0
BRW - 3 4.0 14.7 18.0
BRW - 3 5.0 14.7 18.0
BRW - 3 6.0 17.7 18.0
BRW - 3 7.0 17.9 18.0
BRW - 3 8.0 19.6 18.0
BRW - 3 9.0 18.2 18.0
BRW - 3 10.0 17.0 18.0
BRW - 3 11.0 17.5 18.0
BRW - 3 12.0 17.9 18.0
BRW - 3 13.0 17.8 18.0
BRW - 3 14.0 17.4 18.0
BRW - 3 15.0 18.3 18.0
BRW - 3 16.0 19.2 18.0
BRW - 3 17.0 21.4 18.0
BRW - 3 18.0 20.2 18.0
BRW - 3 19.0 20.6 18.0
BRW - 3 20.0 16.4 18.0
BRW - 3 21.0 19.7 18.0
BRW - 3 22.0 19.4 18.0
BRW - 3 23.0 21.4 18.0
BRW - 3 24.0 21.8 18.0
BRW - 3 25.0 20.4 18.0
BRW - 4 1.0 66 26 40 9.5 91 A-7-6 (41) CH 20.3 20.4
BRW - 4 2.0 19.2 20.4
BRW - 4 3.0 19.7 20.4
BRW - 4 4.0 21.1 20.4
BRW - 4 5.0 21.7 20.4
BRW - 5 1.0 45 20 25 25 65 A-7-6 (14) CL 13.8 17.7
BRW - 5 2.0 9.5 17.7
BRW - 5 3.0 14.2 17.7
SUMMARY OF LABORATORY RESULTSPAGE 1 OF 3
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:4
2 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AA
G.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 5 4.0 11.8 17.7
BRW - 5 5.0 16.0 17.7
BRW - 5 6.0 17.3 17.7
BRW - 5 7.0 15.3 17.7
BRW - 5 8.0 18.0 17.7
BRW - 5 9.0 18.5 17.7
BRW - 5 10.0 18.7 17.7
BRW - 5 11.0 20.0 17.7
BRW - 5 12.0 19.9 17.7
BRW - 5 13.0 20.4 17.7
BRW - 5 14.0 19.8 17.7
BRW - 5 15.0 17.0 17.7
BRW - 5 16.0 19.9 17.7
BRW - 5 17.0 19.6 17.7
BRW - 5 18.0 19.8 17.7
BRW - 5 19.0 20.1 17.7
BRW - 5 20.0 17.2 17.7
BRW - 5 21.0 19.4 17.7
BRW - 5 22.0 19.9 17.7
BRW - 5 23.0 19.7 17.7
BRW - 5 24.0 19.4 17.7
BRW - 5 25.0 18.1 17.7
BRW - 6 1.0 45 20 25 25 66 A-7-6 (15) CL 14.3 16.5
BRW - 6 2.0 13.7 16.5
BRW - 6 3.0 13.0 16.5
BRW - 6 4.0 14.8 16.5
BRW - 6 5.0 18.1 16.5
BRW - 6 6.0 15.6 16.5
BRW - 6 7.0 17.5 16.5
BRW - 6 8.0 19.4 16.5
BRW - 6 9.0 19.3 16.5
BRW - 6 10.0 19.3 16.5
BRW - 7 1.0 45 18 27 25 68 A-7-6 (16) CL 14.8 17.2
BRW - 7 2.0 16.4 17.2
BRW - 7 3.0 19.3 17.2
BRW - 7 4.0 18.1 17.2
BRW - 7 5.0 17.1 17.2
BRW - 7 6.0 16.6 17.2
BRW - 7 7.0 16.9 17.2
BRW - 7 8.0 17.3 17.2
BRW - 7 9.0 18.7 17.2
BRW - 7 10.0 16.6 17.2
BRW - 8 1.0 46 18 28 25 68 A-7-6 (17) CL 15.5 16.0
SUMMARY OF LABORATORY RESULTSPAGE 2 OF 3
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:4
2 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AA
G.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 8 2.0 14.7 16.0
BRW - 8 3.0 16.9 16.0
BRW - 8 4.0 16.5 16.0
BRW - 8 5.0 16.3 16.0
SUMMARY OF LABORATORY RESULTSPAGE 3 OF 3
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243 Haag
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:4
2 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AA
G.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
1
2
3
4
5
6
7
8
9
10
11
0
1
2
3
4
5
6
7
8
9
10
11
Dep
th (
ft)
Boreholes Equally Spaced (0 to 350 ft)
LEGEND
PROJECT NUMBER NH-2-013(060)243 Hahne
LOCATION Logan County
PCN 21701
ND
DO
T_L
INE
AR
CO
LOR
FE
NC
E_D
EP
TH
- 2
0171
219.
GD
T -
10/
1/1
8 0
9:33
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-HA
HN
E.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
MC < Opt 6<=MC<10%Over Opt
0<=MC<6%Over Opt
10<=MC<16%Over Opt
MC>16%Over Opt
Avg. In-PlaceMoisture Content
Low HighMarginalSwell Potential
Liquid Limit LL<50 50<=LL<60
>5%Over PL
0-5%Over PLMoisture Content
LL>=60
Below PL Non-Plastic
A-7
-6(1
6) [
CL
]
PI =
26
46.6
Avg:14.4Opt:15.6
1 ft
5 ft
1 ft
2 ft
3 ft
4 ft
5 ft
509
BRW - 1247+4176
A-7
-6(1
5) [
CL
]
PI =
24
45.2
Avg:16.6Opt:14.2
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
510
BRW - 2247+4426
A-6
(3)
[SC
]
PI =
15
33.8
Avg:10.4Opt:12.3
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
511
BRW - 3247+4676
A-2
-4(0
) [S
C]
PI =
10
28.1
Avg:8.6
Opt:10.8
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
513
BRW - 4247+5025
A-2
-4(0
) [S
M]
PI =
0
0.0
Avg:8.0
Opt:11.6
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
515
BRW - 5247+5125
A-2
-4(0
) [S
M]
PI =
0
0.0
Avg:6.2
Opt:10.2
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
517
BRW - 6247+4975
A-7
-6(1
1) [
CL
]
PI =
22
41.0
Avg:17.0Opt:14.5
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
518
BRW - 7247+4725
A-7
-6(1
4) [
CL
]
PI =
25
42.7
Avg:15.1Opt:13.3
1 ft
10 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
519
BRW - 8247+4325
A-7
-6(1
4) [
CL
]
PI =
24
46.7
Avg:13.4Opt:14.6
1 ft
5 ft
1 ft
2 ft
3 ft
4 ft
5 ft
520
BRW - 9247+4125
BR
W -
1
BR
W -
2
BR
W -
3 BR
W -
4
BR
W -
5
BR
W -
6
BR
W -
7
BR
W -
8
BR
W -
9
13.5
13.2
13.6
15.8
15.6
15.0
12.3
13.0
9.9
14.4
17.6
18.2
21.7
21.9
21.8
15.0
8.4
7.4
9.9
11.2
14.5
20.9
17.0
20.4
21.0
11.6
8.8
8.7
9.0
9.0
9.2
4.3
6.4
21.1
20.7
5.3
7.1
8.3
9.9
7.4
6.7
7.9
11.6
16.9
22.9
5.1
5.0
4.3
4.9
6.4
6.7
8.3
8.0
6.6
6.6
14.8
14.4
17.0
17.5
16.3
12.2
12.6
22.7
21.4
21.5
13.2
11.0
11.0
12.6
13.1
14.2
16.5
17.3
18.2
24.2
13.3
11.8
10.8
15.7
15.4
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
0 10 20 30 40
Test Method
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
DR
Y D
EN
SIT
Y, p
cf
WATER CONTENT, %
BRW - 1
BRW - 2
BRW - 3
BRW - 3
BRW - 4
BRW - 4
BOREHOLE DEPTH
BRW - 1
BRW - 2
BRW - 3
BRW - 3
BRW - 4
BRW - 4
BOREHOLE DEPTH
47
45
34
43
28
45
21
22
18
20
18
20
26
23
16
23
10
25
115.1 PCF
115.3 PCF
123.6 PCF
115.4 PCF
122.8 PCF
115.8 PCF
15.6 %
14.2 %
12.3 %
14.5 %
10.8 %
15.0 %
AASHTO Classification USCS Description
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
CLAYEY SAND(SC)
SANDY LEAN CLAY(CL)
CLAYEY SAND with GRAVEL(SC)
SANDY LEAN CLAY(CL)
1.0
1.0
1.0
6.0
1.0
8.0
PILL PL Optimum WC
MOISTURE-DENSITY RELATIONSHIP
A-7-6 (16)
A-7-6 (15)
A-6 (3)
A-7-6 (14)
A-2-4 (0)
A-7-6 (14)
Max DD
1.0
1.0
1.0
6.0
1.0
8.0
PROJECT NUMBER NH-2-013(060)243 Hahne
PCN 21701
LOCATION Logan County
CO
MP
AC
TIO
N (
MU
LTIP
LE C
UR
VE
S)
- 20
171
219.
GD
T -
10/
1/18
09
:35
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-HA
HN
E.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
0 10 20 30 40
Test Method
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
AASHTO T-180 Method A
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
DR
Y D
EN
SIT
Y, p
cf
WATER CONTENT, %
BRW - 5
BRW - 5
BRW - 6
BRW - 7
BRW - 8
BRW - 9
BOREHOLE DEPTH
BRW - 5
BRW - 5
BRW - 6
BRW - 7
BRW - 8
BRW - 9
BOREHOLE DEPTH
NP
43
NP
41
43
47
NP
20
NP
19
18
23
NP
23
NP
22
25
24
122.5 PCF
118.8 PCF
125.7 PCF
116.7 PCF
118.0 PCF
114.1 PCF
11.6 %
13.7 %
10.2 %
14.5 %
13.3 %
14.6 %
AASHTO Classification USCS Description
SILTY SAND(SM)
SANDY LEAN CLAY(CL)
SILTY SAND with GRAVEL(SM)
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
1.0
9.0
1.0
1.0
1.0
1.0
PILL PL Optimum WC
MOISTURE-DENSITY RELATIONSHIP
A-2-4 (0)
A-7-6 (12)
A-2-4 (0)
A-7-6 (11)
A-7-6 (14)
A-7-6 (14)
Max DD
1.0
9.0
1.0
1.0
1.0
1.0
PROJECT NUMBER NH-2-013(060)243 Hahne
PCN 21701
LOCATION Logan County
CO
MP
AC
TIO
N (
MU
LTIP
LE C
UR
VE
S)
- 20
171
219.
GD
T -
10/
1/18
09
:35
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-HA
HN
E.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
501/2HYDROMETER
USCS Classification
D60
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
D100
25
25
25
25
25
AASHTO Classification
CL
CL
SC
CL
SC
21
22
18
20
18
0.035
0.033
0.214
0.039
1.196
BOREHOLE DEPTH
BOREHOLE DEPTH
D30
0.015
0.106
D10 %Clay
39.5
38.8
21.0
38.2
11.1
%Gravel
3.2
2.4
9.5
2.1
19.7
%Sand
28.7
28.1
46.5
30.6
54.7
%Silt
28.6
30.6
22.9
29.1
14.4
47
45
34
43
28
CuLL PL
26
23
16
23
10
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
BRW - 1
BRW - 2
BRW - 3
BRW - 3
BRW - 4
coarseSILT OR CLAY
finemedium
1403 4 20 406 601.5 8 143/4 3/8
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
BRW - 1
BRW - 2
BRW - 3
BRW - 3
BRW - 4
3 10024 16 301 2006 10
1.0
1.0
1.0
6.0
1.0
1.0
1.0
1.0
6.0
1.0
A-7-6 (16)
A-7-6 (15)
A-6 (3)
A-7-6 (14)
A-2-4 (0)
PROJECT NUMBER NH-2-013(060)243 Hahne
PCN 21701
LOCATION Logan County
GR
AIN
SIZ
E -
201
712
19.G
DT
- 1
0/1/
18 0
9:3
4 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AH
NE
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
501/2HYDROMETER
USCS Classification
D60
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
D100
9.5
25
25
25
25
AASHTO Classification
CL
SM
CL
SM
CL
20
NP
20
NP
19
0.045
0.403
0.062
0.56
0.078
BOREHOLE DEPTH
BOREHOLE DEPTH
D30
0.117
0.122
D10
0.006
0.008
%Clay
36.4
9.1
32.6
7.4
33.6
%Gravel
1.1
15.0
2.2
18.9
2.2
%Sand
33.4
65.9
35.6
61.7
38.2
%Silt
29.1
10.0
29.5
12.0
26.0
45
NP
43
NP
41
CuLL PL
70.85
70.93
6.01
3.39
25
NP
23
NP
22
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
BRW - 4
BRW - 5
BRW - 5
BRW - 6
BRW - 7
coarseSILT OR CLAY
finemedium
1403 4 20 406 601.5 8 143/4 3/8
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
BRW - 4
BRW - 5
BRW - 5
BRW - 6
BRW - 7
3 10024 16 301 2006 10
8.0
1.0
9.0
1.0
1.0
8.0
1.0
9.0
1.0
1.0
A-7-6 (14)
A-2-4 (0)
A-7-6 (12)
A-2-4 (0)
A-7-6 (11)
PROJECT NUMBER NH-2-013(060)243 Hahne
PCN 21701
LOCATION Logan County
GR
AIN
SIZ
E -
201
712
19.G
DT
- 1
0/1/
18 0
9:3
4 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AH
NE
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
501/2HYDROMETER
USCS Classification
D60
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
D100
9.5
25
AASHTO Classification
CL
CL
18
23
0.047
0.044
BOREHOLE DEPTH
BOREHOLE DEPTH
D30 D10 %Clay
33.0
36.6
%Gravel
1.1
3.2
%Sand
33.0
30.8
%Silt
32.9
29.5
43
47
CuLL PL
25
24
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
BRW - 8
BRW - 9
coarseSILT OR CLAY
finemedium
1403 4 20 406 601.5 8 143/4 3/8
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
BRW - 8
BRW - 9
3 10024 16 301 2006 10
1.0
1.0
1.0
1.0
A-7-6 (14)
A-7-6 (14)
PROJECT NUMBER NH-2-013(060)243 Hahne
PCN 21701
LOCATION Logan County
GR
AIN
SIZ
E -
201
712
19.G
DT
- 1
0/1/
18 0
9:3
4 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AH
NE
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 1 1.0 47 21 26 25 68 A-7-6 (16) CL 13.5 14.4
BRW - 1 2.0 13.2 14.4
BRW - 1 3.0 13.6 14.4
BRW - 1 4.0 15.8 14.4
BRW - 1 5.0 15.6 14.4
BRW - 2 1.0 45 22 23 25 69 A-7-6 (15) CL 15.0 16.6
BRW - 2 2.0 12.3 16.6
BRW - 2 3.0 13.0 16.6
BRW - 2 4.0 9.9 16.6
BRW - 2 5.0 14.4 16.6
BRW - 2 6.0 17.6 16.6
BRW - 2 7.0 18.2 16.6
BRW - 2 8.0 21.7 16.6
BRW - 2 9.0 21.9 16.6
BRW - 2 10.0 21.8 16.6
BRW - 3 1.0 34 18 16 25 44 A-6 (3) SC 15.0 10.4
BRW - 3 2.0 8.4 10.4
BRW - 3 3.0 7.4 10.4
BRW - 3 4.0 9.9 10.4
BRW - 3 5.0 11.2 10.4
BRW - 3 6.0 43 20 23 25 67 A-7-6 (14) CL 14.5 18.8
BRW - 3 7.0 20.9 18.8
BRW - 3 8.0 17.0 18.8
BRW - 3 9.0 20.4 18.8
BRW - 3 10.0 21.0 18.8
BRW - 4 1.0 28 18 10 25 26 A-2-4 (0) SC 11.6 8.6
BRW - 4 2.0 8.8 8.6
BRW - 4 3.0 8.7 8.6
BRW - 4 4.0 9.0 8.6
BRW - 4 5.0 9.0 8.6
BRW - 4 6.0 9.2 8.6
BRW - 4 7.0 4.3 8.6
BRW - 4 8.0 45 20 25 9.5 65 A-7-6 (14) CL 6.4 16.1
BRW - 4 9.0 21.1 16.1
BRW - 4 10.0 20.7 16.1
BRW - 5 1.0 NP NP NP 25 19 A-2-4 (0) SM 5.3 8.0
BRW - 5 2.0 7.1 8.0
BRW - 5 3.0 8.3 8.0
BRW - 5 4.0 9.9 8.0
BRW - 5 5.0 7.4 8.0
BRW - 5 6.0 6.7 8.0
BRW - 5 7.0 7.9 8.0
BRW - 5 8.0 11.6 8.0
SUMMARY OF LABORATORY RESULTSPAGE 1 OF 2
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243Hahne
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:3
6 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AH
NE
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 5 9.0 43 20 23 25 62 A-7-6 (12) CL 16.9 19.9
BRW - 5 10.0 22.9 19.9
BRW - 6 1.0 NP NP NP 25 19 A-2-4 (0) SM 5.1 6.2
BRW - 6 2.0 5.0 6.2
BRW - 6 3.0 4.3 6.2
BRW - 6 4.0 4.9 6.2
BRW - 6 5.0 6.4 6.2
BRW - 6 6.0 6.7 6.2
BRW - 6 7.0 8.3 6.2
BRW - 6 8.0 8.0 6.2
BRW - 6 9.0 6.6 6.2
BRW - 6 10.0 6.6 6.2
BRW - 7 1.0 41 19 22 25 60 A-7-6 (11) CL 14.8 17.0
BRW - 7 2.0 14.4 17.0
BRW - 7 3.0 17.0 17.0
BRW - 7 4.0 17.5 17.0
BRW - 7 5.0 16.3 17.0
BRW - 7 6.0 12.2 17.0
BRW - 7 7.0 12.6 17.0
BRW - 7 8.0 22.7 17.0
BRW - 7 9.0 21.4 17.0
BRW - 7 10.0 21.5 17.0
BRW - 8 1.0 43 18 25 9.5 66 A-7-6 (14) CL 13.2 15.1
BRW - 8 2.0 11.0 15.1
BRW - 8 3.0 11.0 15.1
BRW - 8 4.0 12.6 15.1
BRW - 8 5.0 13.1 15.1
BRW - 8 6.0 14.2 15.1
BRW - 8 7.0 16.5 15.1
BRW - 8 8.0 17.3 15.1
BRW - 8 9.0 18.2 15.1
BRW - 8 10.0 24.2 15.1
BRW - 9 1.0 47 23 24 25 66 A-7-6 (14) CL 13.3 13.4
BRW - 9 2.0 11.8 13.4
BRW - 9 3.0 10.8 13.4
BRW - 9 4.0 15.7 13.4
BRW - 9 5.0 15.4 13.4
SUMMARY OF LABORATORY RESULTSPAGE 2 OF 2
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243 Hahne
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:3
6 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-H
AH
NE
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
2
4
6
8
10
12
14
16
18
20
22
24
26
0 10 20 30 40 50 60 70 80
0
2
4
6
8
10
12
14
16
18
20
22
24
26
0 10 20 30 40 50 60 70 80
Dep
th (
ft)
Distance Along Baseline (ft)
LEGEND
PROJECT NUMBER NH-2-013(060)243 Lautt
LOCATION Logan County
PCN 21701
ND
DO
T_L
INE
AR
CO
LOR
FE
NC
E_D
EP
TH
- 2
0171
219.
GD
T -
10/
1/1
8 0
9:24
- F
:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-LA
UT
T.G
PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
MC < Opt 6<=MC<10%Over Opt
0<=MC<6%Over Opt
10<=MC<16%Over Opt
MC>16%Over Opt
Avg. In-PlaceMoisture Content
Low HighMarginalSwell Potential
Liquid Limit LL<50 50<=LL<60
>5%Over PL
0-5%Over PLMoisture Content
LL>=60
Below PL Non-Plastic
A-7
-6(1
3) [
CL
]
PI =
24
43.2
Avg:17.6Opt:13.2
1 ft
25 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
11 ft
12 ft
13 ft
14 ft
15 ft
16 ft
17 ft
18 ft
19 ft
20 ft
21 ft
22 ft
23 ft
24 ft
25 ft
529
BRW - 1254+2740
A-7
-6(1
2) [
CL
]
PI =
23
42.4
Avg:19.3Opt:13.9
1 ft
25 ft
1 ft
2 ft
3 ft
4 ft
5 ft
6 ft
7 ft
8 ft
9 ft
10 ft
11 ft
12 ft
13 ft
14 ft
15 ft
16 ft
17 ft
18 ft
19 ft
20 ft
21 ft
22 ft
23 ft
24 ft
25 ft
530
BRW - 2254+2770
BR
W -
1
BR
W -
2
9.3
13.1
13.1
12.0
12.9
15.8
16.7
17.2
17.6
18.7
19.4
18.8
20.6
22.2
19.9
20.0
18.9
21.0
19.8
19.7
19.8
19.9
19.7
13.6
19.9
12.7
12.1
12.7
13.7
16.2
18.4
17.8
20.5
16.7
18.3
10.3
15.7
21.1
21.4
20.7
19.6
17.7
18.6
19.2
58.0
20.7
20.1
20.3
20.4
19.9
75
80
85
90
95
100
105
110
115
120
125
130
135
140
145
0 10 20 30 40
Test Method
AASHTO T-180 Method A
AASHTO T-180 Method A
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
DR
Y D
EN
SIT
Y, p
cf
WATER CONTENT, %
BRW - 1
BRW - 2
BOREHOLE DEPTH
BRW - 1
BRW - 2
BOREHOLE DEPTH
43
42
19
20
24
22
119.0 PCF
117.5 PCF
13.2 %
13.9 %
AASHTO Classification USCS Description
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
1.0
1.0
PILL PL Optimum WC
MOISTURE-DENSITY RELATIONSHIP
A-7-6 (13)
A-7-6 (12)
Max DD
1.0
1.0
PROJECT NUMBER NH-2-013(060)243 Lautt
PCN 21701
LOCATION Logan County
CO
MP
AC
TIO
N (
MU
LTIP
LE C
UR
VE
S)
- 20
171
219.
GD
T -
10/
1/18
09
:26
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:\LA
B\P
RO
JEC
TS
\GIN
T\2
-013
(060
)243
-LA
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PJ
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
501/2HYDROMETER
USCS Classification
D60
U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
D100
25
25
AASHTO Classification
CL
CL
19
20
0.048
0.055
BOREHOLE DEPTH
BOREHOLE DEPTH
D30 D10 %Clay
35.2
33.5
%Gravel
3.4
2.9
%Sand
31.5
33.7
%Silt
29.9
29.9
43
42
CuLL PL
24
22
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
BRW - 1
BRW - 2
coarseSILT OR CLAY
finemedium
1403 4 20 406 601.5 8 143/4 3/8
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
BRW - 1
BRW - 2
3 100
24 16 30
1 2006 10
1.0
1.0
1.0
1.0
A-7-6 (13)
A-7-6 (12)
PROJECT NUMBER NH-2-013(060)243 Lautt
PCN 21701
LOCATION Logan County
GR
AIN
SIZ
E -
201
712
19.G
DT
- 1
0/1/
18 0
9:2
7 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-L
AU
TT
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 1 1.0 43 19 24 25 65 A-7-6 (13) CL 9.3 17.6
BRW - 1 2.0 13.1 17.6
BRW - 1 3.0 13.1 17.6
BRW - 1 4.0 12.0 17.6
BRW - 1 5.0 12.9 17.6
BRW - 1 6.0 15.8 17.6
BRW - 1 7.0 16.7 17.6
BRW - 1 8.0 17.2 17.6
BRW - 1 9.0 17.6 17.6
BRW - 1 10.0 18.7 17.6
BRW - 1 11.0 19.4 17.6
BRW - 1 12.0 18.8 17.6
BRW - 1 13.0 20.6 17.6
BRW - 1 14.0 22.2 17.6
BRW - 1 15.0 19.9 17.6
BRW - 1 16.0 20.0 17.6
BRW - 1 17.0 18.9 17.6
BRW - 1 18.0 21.0 17.6
BRW - 1 19.0 19.8 17.6
BRW - 1 20.0 19.7 17.6
BRW - 1 21.0 19.8 17.6
BRW - 1 22.0 19.9 17.6
BRW - 1 23.0 19.7 17.6
BRW - 1 24.0 13.6 17.6
BRW - 1 25.0 19.9 17.6
BRW - 2 1.0 42 20 22 25 63 A-7-6 (12) CL 12.7 19.3
BRW - 2 2.0 12.1 19.3
BRW - 2 3.0 12.7 19.3
BRW - 2 4.0 13.7 19.3
BRW - 2 5.0 16.2 19.3
BRW - 2 6.0 18.4 19.3
BRW - 2 7.0 17.8 19.3
BRW - 2 8.0 20.5 19.3
BRW - 2 9.0 16.7 19.3
BRW - 2 10.0 18.3 19.3
BRW - 2 11.0 10.3 19.3
BRW - 2 12.0 15.7 19.3
BRW - 2 13.0 21.1 19.3
BRW - 2 14.0 21.4 19.3
BRW - 2 15.0 20.7 19.3
BRW - 2 16.0 19.6 19.3
BRW - 2 17.0 17.7 19.3
BRW - 2 18.0 18.6 19.3
SUMMARY OF LABORATORY RESULTSPAGE 1 OF 2
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243 Lautt
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:2
8 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-L
AU
TT
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
BRW - 2 19.0 19.2 19.3
BRW - 2 20.0 58.0 19.3
BRW - 2 21.0 20.7 19.3
BRW - 2 22.0 20.1 19.3
BRW - 2 23.0 20.3 19.3
BRW - 2 24.0 20.4 19.3
BRW - 2 25.0 19.9 19.3
SUMMARY OF LABORATORY RESULTSPAGE 2 OF 2
VoidRatioDepth Liquid
LimitPlasticLimit
PlasticityIndex
MaximumSize(mm)
%<#200Sieve
AASHTOClassification
Satur-ation(%)
DryDensity
(pcf)
USCSClass-
ificationBorehole
Avg.Water
Content(%)
WaterContent
(%)
PROJECT NUMBER NH-2-013(060)243 Lautt
PCN 21701
LOCATION Logan County
LAB
SU
MM
AR
Y -
201
7121
9.G
DT
- 1
0/1/
18 0
9:2
8 -
F:\L
AB
\PR
OJE
CT
S\G
INT
\2-0
13(0
60)2
43-L
AU
TT
.GP
J
NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504
APPENDIX D
NDDOT Material Source Certificate of Approvals