UNIQUE NUMBER 60621 - Minnesota Department of ... · Soil Class:SSW Rock Class: Edit: DMS Date:...
57
2070 2290 1210 1382.5 3.5 1162.2 12.0 1153.7 7 10 10 6 6 123 120 122 127 Partially Organic CL, tr roots - dk brn to blk L & CL, tr to little gravel - brn to gry-brn - sl mottled - stiff CL & SiCL, tr to little gravel - gry to dk gry - firm - soft to v soft from 30 to 60 ft 22 23 23 20 28 15 25 15 23 9 SPT hammer calibrated to 69% efficiency on 1/07/03 Consolidation Test Consolidation Test State Project Bridge No. or Job Desc. 81009 Ground Elevation B-10 Trunk Highway/Location (from Plan) 1165.7 Boring No. 8103-49 14 Latitude (North)=44°03'36.57" 1/28/03 Waseca Co. Coordinate: X=343591 Y=183052 Hammer Drill Machine Drilling TH14WB, 1024+44.88, 22.21 RT SHEET 1 of 5 Completed Location (ft.) CME 55 Longitude (West)=93°30'41.87" CME Automatic (%) U.S. Customary Units 5 10 15 20 25 REC N60 Formation Elev. SPT Or Remarks ACL Soil Drilling Operation Lithology RQD Core G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION Other Tests Index Sheet Code 3 Depth COH Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04 Breaks Rock UNIQUE NUMBER 60621 (Continued Next Page) (%) (ft) Classification (pcf) or Member DEPTH (psf) MC (%) This boring was taken by under a consultant contract for Mn/DOT
Transcript of UNIQUE NUMBER 60621 - Minnesota Department of ... · Soil Class:SSW Rock Class: Edit: DMS Date:...
2070
2290
1210
1382.5
3.51162.2
12.01153.7
7
10
10
6
6
123
120
122
127
Partially Organic CL, tr roots - dk brn to blk
L & CL, tr to little gravel - brn to gry-brn - sl mottled - stiff
CL & SiCL, tr to little gravel - gry to dk gry - firm - soft to vsoft from 30 to 60 ft
22
23
23
20
28
15
25
15
23
9
SPT hammer calibrated to69% efficiency on 1/07/03
Consolidation Test
Consolidation Test
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-10Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Latitude (North)=44°03'36.57"
1/28/03Waseca Co. Coordinate: X=343591 Y=183052 Hammer
Drill MachineDrilling
TH14WB, 1024+44.88, 22.21 RT SHEET 1 of 5
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'41.87"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
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ling
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ratio
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RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60621
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1450
1060
1155
1100
1425
6
3
3
WH
WH
123
125
128
121
129
CL & SiCL, tr to little gravel - gry to dk gry - firm - soft to vsoft from 30 to 60 ft (continued)
41
21
25
17
23
15
25
26
24
15
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-10Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
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ratio
n
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olog
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RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60621
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1450
1675
60.01105.7
WH
WH
45
122CL & SiCL, tr to little gravel - gry to dk gry - firm - soft to vsoft from 30 to 60 ft (continued)
L & SiL, little to some gravel - gry - dense to v dense to hardto v hard
24
24
23
21
15
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-10Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
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RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60621
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
87.01078.7
56
43
31
54
50
L & SiL, little to some gravel - gry - dense to v dense to hardto v hard (continued)
LS, w/ gravel - gry - sat - v dense
19
15
16
23
21
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-10Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
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RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60621
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
101.01064.7
122.01043.7
31
37
30
LS, w/ gravel - gry - sat - v dense (continued)
SiCL, tr gravel - gry-brn to gry - hard
Bottom of Hole - 122 ft
20
30
16
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-10Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5
(%)
U.S. Customary Units
105
110
115
120
REC
N60
FormationElev.
SPTOr Remarks
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RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60621
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
700
1775
1380
2.01161.9
12.01151.9
8
7
5
7
7
117
129
126
Organic CL, w/ roots and wood fragments - dk brn
L & CL - brn to gry-brn - sl mottled - firm
CL, tr to little gravel - gry to dk gry - SL seam from 32 to 34 ft- firm
30
Waseca Co. Coordinate: X=343487 Y=183009 Hammer
Drill MachineDrilling
TH14EB, 1023+40.53, 18.16 LT SHEET 1 of 5
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'43.29"CME Automatic
47
28
27
27
29
26
22
21
SPT hammer calibrated to69% efficiency on 1/07/03
No Sample Recovered
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-11Trunk Highway/Location
(from Plan)1163.9Boring No.
8103-49 14
Latitude (North)=44°03'36.14"
1/15/03
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
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ling
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ratio
n
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y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60622
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1500
1825
1670
1520
1600
37.01126.9
7
8
3
1
WH
134
132
130
135
135
CL, tr to little gravel - gry to dk gry - SL seam from 32 to 34 ft- firm (continued)
SiCL, tr gravel - gry - soft to v soft
26
23
26
25
27
26
25
24
24
139
Consolidation Test
Consolidation Test
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-11Trunk Highway/Location
(from Plan)1163.9Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
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olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60622
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1925
2490
62.01101.9
1
66
65
135
139
SiCL, tr gravel - gry - soft to v soft (continued)
SL & L, tr to some gravel - v dense to dense to v hard
24
24
19
26
14
Consolidation Test
Consolidation Test
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-11Trunk Highway/Location
(from Plan)1163.9Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
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Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60622
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
49
47
36
48
31
SL & L, tr to some gravel - v dense to dense to v hard(continued)
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60622
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
13
14
15
15
16
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-11Trunk Highway/Location
(from Plan)1163.9Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
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ling
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ratio
n
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olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
102.01061.9
39SL & L, tr to some gravel - v dense to dense to v hard(continued)
Bottom of Hole - 102 ft
16
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-11Trunk Highway/Location
(from Plan)1163.9Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5
(%)
U.S. Customary Units
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60622
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
2105
1250
1400
3.11162.6
12.01153.7
7
8
7
8
5
135
127
131
Partially Organic CL, tr roots - blk
L & CL, tr gravel - brn to gry-brn - sl mottled - firm
CL, tr to little gravel - gry to dk gry - S seam at 18.5 ft - firmto soft
24
26
20
22
25
19
25
25
25
SPT hammer calibrated to69% efficiency on 1/07/03
No Sample Recovered
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-12Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Latitude (North)=44°03'35.69"
1/20/03Waseca Co. Coordinate: X=343589 Y=182963 Hammer
Drill MachineDrilling
TH14EB, 1024+43.21, 27.2 RT SHEET 1 of 5
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'41.89"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60623
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1050
1300
1015
1395
1425
4
6
5
6
7
112
137
120
131
126
CL, tr to little gravel - gry to dk gry - S seam at 18.5 ft - firmto soft (continued)
38
24
23
22
24
23
14
24
22
24
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-12Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60623
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1400
206560.01105.7
7
54
45
122
133
CL, tr to little gravel - gry to dk gry - S seam at 18.5 ft - firmto soft (continued)
L & SL, tr gravel - gry - sat - FG seam from 69 to 70 ft - vdense to hard
23
25
23
22
12
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-12Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60623
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
95.01070.7
25
54
42
28
47
L & SL, tr gravel - gry - sat - FG seam from 69 to 70 ft - vdense to hard (continued)
S & LS, w/ gravel - gry - sat - SiL seams at 111.5 ft - denseto v dense
14
13
14
17
15
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-12Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60623
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
112.01053.7
66
78
S & LS, w/ gravel - gry - sat - SiL seams at 111.5 ft - denseto v dense (continued)
Bottom of Hole - 112 ftWater level measured while drilling
14
19
State Project Bridge No. or Job Desc.
81010Ground Elevation
B-12Trunk Highway/Location
(from Plan)1165.7Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5
(%)
U.S. Customary Units
105
110
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60623
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
450
1270
630
700
2.01151.6
12.51141.1
5
6
17
WH
WH
126
128
121
128
Partially Organic CL, tr roots - blk to dk brn
L & CL, tr gravel - brn to gry-brn - sl mottled - firm to stiff
CL, SiCL, tr gravel - gry to dk gry - v soft
24
23
23
23
21
26
32
28
21
SPT hammer calibrated to69% efficiency on 1/07/03
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-13Trunk Highway/Location
(from Plan)1153.6Boring No.
8103-49 14
Latitude (North)=44°03'37.04"
2/1/03Waseca Co. Coordinate: X=344223 Y=183095 Hammer
Drill MachineDrilling
TH14WB, 1030+76.62, 25.72 LT SHEET 1 of 6
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'33.21"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60624
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
965
950
1520
1250
1550
35.01118.6
WH
WH
WH
WH
WH
129
127
134
127
131
CL, SiCL, tr gravel - gry to dk gry - v soft (continued)
CL, tr to little gravel - gry - v soft
27
22
22
21
21
23
28
24
25
23
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-13Trunk Highway/Location
(from Plan)1153.6Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 6
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60624
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1450
57.01096.6
WH
19
16
127
CL, tr to little gravel - gry - v soft (continued)
SL, w/ gravel - gry - sl mottled - v stiff to med dense
24
23
17
18
No Sample Recovered
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-13Trunk Highway/Location
(from Plan)1153.6Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 6
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60624
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
2055
76.01077.6
95.01058.6
45
40
52
34
130SL, w/ gravel - gry - sl mottled - v stiff to med dense(continued)
S & LS, w/ gravel - gry - sat - CL seam from 86.5 to 88 -dense
L & CL, little gravel - gry - hard to v stiff
16
12
7
12
16
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-13Trunk Highway/Location
(from Plan)1153.6Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 6
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60624
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
29
32
L & CL, little gravel - gry - hard to v stiff (continued)
13
15
1346/.550/.4
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-13Trunk Highway/Location
(from Plan)1153.6Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 6
(%)
U.S. Customary Units
105
110
115
120
125
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60624
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
132.01021.6
83
L & CL, little gravel - gry - hard to v stiff (continued)
Bottom of Hole - 132 ftWater level measured while drilling
12
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-13Trunk Highway/Location
(from Plan)1153.6Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 6 of 6
(%)
U.S. Customary Units
130
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60624
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1150
600
750
2.01150.3
13.01139.3
22.01130.3
6
1
6
9
WH
115
118
115
Organic L, w/ roots - blk
L & CL, tr gravel - gry-brn to brn - mottled - firm - v soft from6 to 10 ft
CL, tr to little gravel - gry to dk gry - S & FG seam form 15 to18.5 ft - firm
SiCL & CL, tr gravel - gry - v soft to firm
37
27
27
27
27
27
25
28
28
SPT hammer calibrated to69% efficiency on 1/15/03
No Sample Recovered
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-14Trunk Highway/Location
(from Plan)1152.3Boring No.
8103-49 14
Latitude (North)=44°03'36.59"
2/5/03Waseca Co. Coordinate: X=344373 Y=183049 Hammer
Drill MachineDrilling
TH14WB, 1032+26.74, 19.91 RT SHEET 1 of 5
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'31.16"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60625
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1150
1200
1250
1250
WH
4
WH
WH
3
122
124
121
122
SiCL & CL, tr gravel - gry - v soft to firm (continued)
25
29
23
25
24
22
24
25
28
No Sample Recovered
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-14Trunk Highway/Location
(from Plan)1152.3Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60625
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
57.01095.3
7
14
13
SiCL & CL, tr gravel - gry - v soft to firm (continued)
L & CL, little to some gravel - dk gry - boulders from 60.9 to62.3 ft - stiff
24
24
24
19
5/.550/.4
No Sample Recovered
Bouncing on boulder
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-14Trunk Highway/Location
(from Plan)1152.3Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60625
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
80.01072.3
100.0
17
30
17
22
22
L & CL, little to some gravel - dk gry - boulders from 60.9 to62.3 ft - stiff (continued)
L, little gravel - gry - stiff to hard to dense
19
14
18
17
19
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-14Trunk Highway/Location
(from Plan)1152.3Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60625
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1052.3
120.01032.3120.41031.9
24
26
L, w/ gravel - gry - sat - med dense to v stiff to hard
SL, little gravel - gry - sat - dense
Bottom of Hole - 120.4 ftWater level measured while drilling
17
14
1350/.4
State Project Bridge No. or Job Desc.
81011Ground Elevation
B-14Trunk Highway/Location
(from Plan)1152.3Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5
(%)
U.S. Customary Units
105
110
115
120
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60625
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
29
24
27
22
34
20
22
23
24
24
750
1245
1460
1400
3.51149.7
12.01141.2
6
6
15
7
9
126
112
136
127
Organic CL, tr roots - blk
L & CL, tr gravel - gry-brn - sl mottled - frim to stiff
CL, tr to little gravel - stiff to firm
SPT hammer calibrated to69% efficiency on 1/07/03
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-15Trunk Highway/Location
(from Plan)1153.2Boring No.
8103-49 14
Latitude (North)=44°03'36.16"
1/30/03Waseca Co. Coordinate: X=344228 Y=183006 Hammer
Drill MachineDrilling
TH14EB, 1030+81.90, 20.55 LT SHEET 1 of 6
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'33.14"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60626
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
24
23
25
26
24
26
26
24
22
22
1200
1410
1600
1110
1770
37.01116.2
42.01111.2
8
7
8
10
8
124
129
135
130
137
CL, tr to little gravel - stiff to firm (continued)
SiCL, tr gravel - gry - firm to stiff
CL, tr gravel - gry - stiff to firm
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-15Trunk Highway/Location
(from Plan)1153.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 6
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60626
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1650
1405
9
13
15
130
146
CL, tr gravel - gry - stiff to firm (continued)
23
19
16
18
19
No Sample Recovered
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-15Trunk Highway/Location
(from Plan)1153.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 6
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60626
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
76.01077.2
85.01068.2
19
41
17
30
22
CL, tr gravel - gry - stiff to firm (continued)
SL & LS, tr to little gravel - gry - sat - med dense to dense
CL, tr to little gravel - gry - occ S & FG seams - v stiff
16
16
16
17
13
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60626
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-15Trunk Highway/Location
(from Plan)1153.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 6
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
105.01048.2
22
29
87
CL, tr to little gravel - gry - occ S & FG seams - v stiff(continued)
LS & SL, tr gravel - gry - sat - v dense
19
13
14
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-15Trunk Highway/Location
(from Plan)1153.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 6
(%)
U.S. Customary Units
105
110
115
120
125
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60626
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
131.31021.9
LS & SL, tr gravel - gry - sat - v dense (continued)
Bottom of Hole - 131.3 ft
20/.550/.4
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-15Trunk Highway/Location
(from Plan)1153.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 6 of 6
(%)
U.S. Customary Units
130
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60626
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1150
1050
950
2.01149.2
12.01139.2
7
WH
6
4
2
119
123
125
Organic L, tr roots - blk
L & CL, tr gravel - gry-brn to lt gry - sl mottled - occ S seams- firm to v soft
SiCL & CL, tr to little gravel - gry - soft to v soft
27
29
33
30
31
27
25
28
25
SPT hammer calibrated to69% efficiency on 1/07/03
No Sample Recovered
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-16Trunk Highway/Location
(from Plan)1151.2Boring No.
8103-49 14
Latitude (North)=44°03'35.71"
2/3/03Waseca Co. Coordinate: X=344375 Y=182960 Hammer
Drill MachineDrilling
TH14EB, 1032+29.34, 24.42 RT SHEET 1 of 6
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'31.12"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60627
(Continued Next Page)
State Project
1775
1200
1410
1750
40.01111.2
WH
WH
WH
WH
8
133
134
127
136
SiCL & CL, tr to little gravel - gry - soft to v soft (continued)
CL, tr gravel - gry - occ S & FG seams from 55 to 60 ft - vsoft to stiff
29
24
23
24
23
23
22
27
22
No Sample Recovered
Bridge No. or Job Desc.
81012Ground Elevation
B-16Trunk Highway/Location
(from Plan)1151.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 6
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60627
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1715
8
10
10
15
133
CL, tr gravel - gry - occ S & FG seams from 55 to 60 ft - vsoft to stiff (continued)
24
21
24
19
19
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-16Trunk Highway/Location
(from Plan)1151.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 6
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60627
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1400
1450
80.01071.2
100.0
21
22
26
135
137
CL, tr gravel - gry - occ S & FG seams from 55 to 60 ft - vsoft to stiff (continued)
SL, little gravel - gry to dk gry - v stiff
18
18
15
20
15
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-16Trunk Highway/Location
(from Plan)1151.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 6
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60627
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
1051.2
26
55
82
LS, w/ gravel - gry - L seam from 120.4 to 122 ft - dense to vdense
18
11
11
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-16Trunk Highway/Location
(from Plan)1151.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 6
(%)
U.S. Customary Units
105
110
115
120
125
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
UNIQUE NUMBER 60627
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
130.91020.3
LS, w/ gravel - gry - L seam from 120.4 to 122 ft - dense to vdense (continued)
Bottom of Hole - 130.9 ftWater level measured while drilling
38/.550/.4
State Project Bridge No. or Job Desc.
81012Ground Elevation
B-16Trunk Highway/Location
(from Plan)1151.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 6 of 6
(%)
U.S. Customary Units
130
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60627
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
980
1430
2.01145.0
7.51139.5
10.01137.0
10
13
6
6
8
137
133
Sightly Organic CL, w/ roots - blk to dk gry (frozen)
L & CL, tr roots - gray-brown - sl mottled - stiff - occ S seams
SiL, brn to gry-brn - stiff - occ S seams
CL, tr FG - gry to dk gry - firm to stiff
26
20
30
26
174
25
27
SPT hammer calibrated to69% efficiency on 1/15/03
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-28Trunk Highway/Location
(from Plan)1147.0Boring No.
8103-49 14
Latitude (North)=44°03'33.49"
1/14/03Waseca Co. Coordinate: X=341778 Y=182753 Hammer
Drill MachineDrilling
TH14EB, 1006+00,C/L SHEET 1 of 2
Completed
Location
(ft.)
CME 550
Longitude (West)=93°31'06.66"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60639
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
960
1100
2140
2040
47.01100.0
11
9
15
15
132
138
136
137
CL, tr FG - gry to dk gry - firm to stiff (continued)
Bottom of Hole - 47 ft
28
27
18
24
26
22
24
23
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-28Trunk Highway/Location
(from Plan)1147.0Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2
(%)
U.S. Customary Units
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60639
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
2.01144.9
10.01136.9
8
7
5
8
8
Sightly Organic CL, w/ roots - blk to dk brn
CL & L, tr to little gravel - brn to gray-brown - sl mottled - stiff- occ S seams
CL, tr gravel - gry to dk gry - firm to stiff
26
29
25
26
27
SPT hammer calibrated to69% efficiency on 1/15/03
Consolidation Test
Consolidation Test
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-29Trunk Highway/Location
(from Plan)1146.9Boring No.
8103-49 14
Latitude (North)=44°03'35.56"
1/15/03Waseca Co. Coordinate: X=342129 Y=182961 Hammer
Drill MachineDrilling
TH14WB, 1010+00,C/L SHEET 1 of 2
Completed
Location
(ft.)
CME 550
Longitude (West)=93°31'01.88"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60640
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1665
47.01099.9
9
8
11
11
13
135
CL, tr gravel - gry to dk gry - firm to stiff (continued)
Bottom of Hole - 47 ft
25
23
26
24
24
24
Consolidation Test
Consolidation Test
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-29Trunk Highway/Location
(from Plan)1146.9Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2
(%)
U.S. Customary Units
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60640
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1080
2.01147.8
10.01139.8
9
18
7
7
6
122
Sightly Organic CL, tr roots - blk to dk brn
CL & L, tr to little gravel - brn to gray-brown - sl mottled - stiff
CL, tr to little gravel - gry to dk gry - firm to stiff
26
29
25
26
28
28
26
SPT hammer calibrated to69% efficiency on 1/15/03
No Sample Recovered
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-30Trunk Highway/Location
(from Plan)1149.8Boring No.
8103-49 14
Latitude (North)=44°03'35.58"
1/16/03Waseca Co. Coordinate: X=342516 Y=182960 Hammer
Drill MachineDrilling
TH14EB, 1013+68.70,C/L SHEET 1 of 2
Completed
Location
(ft.)
CME 550
Longitude (West)=93°30'56.57"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60641
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
UNIQUE NUMBER 60641
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1180
47.01102.8
6
6
10
10
120
CL, tr to little gravel - gry to dk gry - firm to stiff (continued)
Bottom of Hole - 47 ft
21
29
25
29
28
No Sample Recovered
No Sample Recovered
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-30Trunk Highway/Location
(from Plan)1149.8Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2
(%)
U.S. Customary Units
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
2.01160.3
5.01157.3
15.01147.3
15
12
12
10
6
Sightly Organic CL, tr roots - blk to dk brn
L, tr organics - dk brn - sl mottled - stiff
SiC, trace gravel - brn to gry-brn - mottled - stiff
CL, tr gravel - gry to dk gry - firm to stiff - occ S seams
26
27
29
31
28
32
SPT hammer calibrated to69% efficiency on 1/15/03
Consolidation Test
Consolidation Test
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-31Trunk Highway/Location
(from Plan)1162.3Boring No.
8103-49 14
Latitude (North)=44°03'36.77"
1/16/03Waseca Co. Coordinate: X=342890 Y=183078 Hammer
Drill MachineDrilling
TH14WB, 1017+72.71,C/L SHEET 1 of 2
Completed
Location
(ft.)
CME 550
Longitude (West)=93°30'51.46"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60642
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
Trunk Highway/Location
(from Plan)1162.3Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2
(%)
U.S. Customary Units
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60642
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1385
47.01115.3
7
6
8
7
120
CL, tr gravel - gry to dk gry - firm to stiff - occ S seams(continued)
Bottom of Hole - 47 ft
22
29
25
26
23
Consolidation Test
Consolidation Test
Consolidation Test
Consolidation Test
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-31
5.01158.9
10.01153.9
17.01146.9
22.01141.9
25.01138.9
47.01116.9
9
6
9
14
14
10
8
5
4
10
14
8
Organic CL, tr to little roots - dk brn to blk - firm to stiff
CL, tr gravel - brn - firm to stiff
CL, tr to little gravel - gry to brn-gry - stiff
SL - sl plastic - brn to gry-brn - wet - med dense
SL, little gravel - gry - wet - med dense
CL, little gravel - gry to dk gry - stiff to firm
Bottom of Hole - 47 ft
31
24
24
25
20
21
27
25
29
25
26
27
SPT hammer calibrated to69% efficiency on 1/15/03
Consolidation Test
Consolidation Test
No Sample Recovered
Consolidation Test
Consolidation Test
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-32Trunk Highway/Location
(from Plan)1163.9Boring No.
8103-49 14
Latitude (North)=44°03'35.96"
1/17/03Waseca Co. Coordinate: X=343273 Y=182993 Hammer
Drill MachineDrilling
TH14EB, 1020+26.78,C/L SHEET 1 of 1
Completed
Location
(ft.)
CME 550
Longitude (West)=93°30'46.22"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60643
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1405
1380
2.01161.4
12.01151.4
47.01116.4
6
12
11
8
9
7
11
7
7
119
119
Partly Organic CL, tr roots - dk brn to blk -
SL & L, tr gravel - brn to gry-brn - moist - loose to firm to stiff- sl mottled
CL, tr gravel - gry to dk gry - stiff to firm - occ S & FG seams
Bottom of Hole - 47 ft
24
22
20
24
24
28
28
24
24
25
25
26
23
SPT hammer calibrated to69% efficiency on 1/15/03
No Sample Recovered
No Sample Recovered
No Sample Recovered
No Sample Recovered
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-33Trunk Highway/Location
(from Plan)1163.4Boring No.
8103-49 14
Latitude (North)=44°03'36.78"
1/17/03Waseca Co. Coordinate: X=343747 Y=183073 Hammer
Drill MachineDrilling
TH14WB, 1026+00,C/L SHEET 1 of 1
Completed
Location
(ft.)
CME 550
Longitude (West)=93°30'39.74"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60644
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
745
2.01153.3
12.01143.3
15.01140.3
7
12
12
8
9
120
Sightly Organic CL, tr roots - dk brn
L & CL, tr gravel - brn to gry-brn - sl mottled - stiff
SL, little to some gravel - brn to gry-brn - sat - med dense
CL, tr to little gravel - gry - firm to stiff - occ S seams
27
22
21
20
22
22
SPT hammer calibrated to69% efficiency on 1/15/03
Consolidation Test
Consolidation Test
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-34Trunk Highway/Location
(from Plan)1155.3Boring No.
8103-49 14
Latitude (North)=44°03'36.78"
1/17/03Waseca Co. Coordinate: X=344146 Y=183069 Hammer
Drill MachineDrilling
TH14WB, 1030+00,C/L SHEET 1 of 2
Completed
Location
(ft.)
CME 550
Longitude (West)=93°30'34.27"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60645
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
(%)
U.S. Customary Units
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
35.01120.3
47.01108.3
12
9
6
10
CL, tr to little gravel - gry - firm to stiff - occ S seams(continued)
SiC, tr gravel - gry to dk gry - firm to stiff
Bottom of Hole - 47 ftWater level measured while drilling
25
29
32
27
Consolidation Test
Consolidation Test
Consolidation Test
No Sample Recovered
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-34Trunk Highway/Location
(from Plan)1155.3Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60645
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
12.01142.0
11
10
9
7
5
L & CL, tr to little gravel and roots - brn to gry-brn - meddense to stiff
CL, little to some gravel - gry to dk gry - stiff to firm - occ SSeams
23
27
27
25
29
SPT hammer calibrated to69% efficiency on 1/15/03
Consolidation Test
Consolidation Test
Consolidation Test
No Sample Recovered
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-35Trunk Highway/Location
(from Plan)1154.0Boring No.
8103-49 14
Latitude (North)=44°03'36.78"
1/18/03Waseca Co. Coordinate: X=344547 Y=183067 Hammer
Drill MachineDrilling
TH14WB, 1034+00,C/L SHEET 1 of 2
Completed
Location
(ft.)
CME 550
Longitude (West)=93°30'28.78"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60646
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1365
47.01107.0
5
4
4
9
121
CL, little to some gravel - gry to dk gry - stiff to firm - occ SSeams (continued)
Bottom of Hole - 47 ft
24
23
24
25
24
Consolidation Test
No Sample Recovered
No Sample Recovered
Consolidation Test
State Project Bridge No. or Job Desc.
EmbankmentGround Elevation
B-35Trunk Highway/Location
(from Plan)1154.0Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2
(%)
U.S. Customary Units
30
35
40
45
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60646
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1280
1191
642
1.01163.2
12.51151.7
9
7
6
4
4
116
116
120
Partially Organic CL, tr roots - blk
L & CL, tr gravel - brn to gry-brn - sl mottled - firm
SiCL & CL, tr gravel - gry to dk gry - firm to v soft
29
27
32
25
30
32
29
28
26
SPT hammer calibrated to69% efficiency on 1/07/03
No Sample Recovered
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-9Trunk Highway/Location
(from Plan)1164.2Boring No.
8103-49 14
Latitude (North)=44°03'37.03"
1/19/03Waseca Co. Coordinate: X=343490 Y=183099 Hammer
Drill MachineDrilling
TH14WB, 1023+43.50, 24.57 LT SHEET 1 of 5
Completed
Location
(ft.)
CME 55
Longitude (West)=93°30'43.25"CME Automatic
(%)
U.S. Customary Units
5
10
15
20
25
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other Tests
Index Sheet Code 3
DepthCOH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60620
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1375
1250
895
1550
1500
35.01129.2
WH
3
6
8
1
123
134
126
136
136
SiCL & CL, tr gravel - gry to dk gry - firm to v soft(continued)
CL, tr gravel - gry - firm to v soft
25
26
24
20
21
25
23
24
23
25
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-9Trunk Highway/Location
(from Plan)1164.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5
(%)
U.S. Customary Units
30
35
40
45
50
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60620
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
1265
61.01103.2
70.01094.2
10
21
54
34
128
CL, tr gravel - gry - firm to v soft (continued)
SL & L, tr gravel - gry - occ cobbles from 69.1 to 69.9 ft -med dense to dense
LS & SL, little gravel - gry - sat - dense to v dense
20
22
19
17
11
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-9Trunk Highway/Location
(from Plan)1164.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5
(%)
U.S. Customary Units
55
60
65
70
75
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60620
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
95.01069.2
84
43
60
71
30
LS & SL, little gravel - gry - sat - dense to v dense(continued)
SiL, tr to little gravel - gry - hard to dense
12
10
13
16
20
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-9Trunk Highway/Location
(from Plan)1164.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5
(%)
U.S. Customary Units
80
85
90
95
100
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60620
(Continued Next Page)
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
112.01052.2
36
36
SiL, tr to little gravel - gry - hard to dense (continued)
Bottom of Hole - 112 ft
17
16
State Project Bridge No. or Job Desc.
81009Ground Elevation
B-9Trunk Highway/Location
(from Plan)1164.2Boring No.
8103-49 14
Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5
(%)
U.S. Customary Units
105
110
REC
N60
FormationElev.
SPTOr Remarks
ACL
Soi
l
Dril
ling
Ope
ratio
n
Lith
olog
y
RQD Core
G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
Other TestsDepth
COH
Soil Class:SSW Rock Class: Edit: DMS Date: 6/1/04
Breaks Roc
k
UNIQUE NUMBER 60620
(%) (ft)Classification
(pcf)
or MemberDE
PTH
(psf)MC(%)
This boring was taken by under a consultant contract forMn/DOT
