ensr geothechnical dataensr grain size distribution test data 5/8/2007 client: garvey elevator...
TRANSCRIPT
-
ENSR GEOTHECHNICAL DATA
Part 3 of *D
This document relates to Doc ID 1 c
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
3.25.16.327.747.17.89.815.524.630.28.33.910.916.313.732.517.03.30.91.212.364.318.82.111.817.217.826.712.06.3
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-20 115-120 115-120 Fine to medium sand
MW-20 120-125 120-125 Medium to very coarse sand
MW-20 125-128 125-128 Medium to fine sand with some coarse to very coarse sand
MW-20 128-130 128-130 Medium sand with some fine sand
MW-20 135-139 135-139 Medium to very coarse sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 115-120 Sample Number: 115-120Material Description: Fine to medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
705.55 0.00 #4 521.73 505.72 97.7#8 483.60 463.92 94.9
#20 486.61 435.81 87.7#40 440.72 381.34 79.3#60 541.83 369.70 54.9
#100 644.13 353.11 13.7#140 402.92 349.47 6.1#200 348.08 333.62 4.1
Fractional Components
Boulders Cobbles Pebbles Granules
3.2
Sand
V. Crs.
5.1Crs.
6.3Med.
27.7Fine
47.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1370
D15
0.1537
D20
0.1660
D30
0.1879
D50
0.2352
D60
0.2683
D80
0.4377
D85
0.6018
D90
1.1565
D95
2.3855
FinenessModulus
1.52
Cu
1.96
Cc
0.96
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 120-125 Sample Number: 120-125Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
748.89 0.00 #4 547.62 505.72 94.4#8 533.11 463.92 85.2
#20 608.11 435.81 62.2#40 584.19 381.34 35.1#60 541.10 369.70 12.2
#100 409.56 353.11 4.6#140 358.53 349.47 3.4#200 337.73 333.62 2.9
Fractional Components
Boulders Cobbles Pebbles Granules
9.8
Sand
V. Crs.
15.5Crs.
24.6Med.
30.2Fine
8.3V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2305
D15
0.2719
D20
0.3079
D30
0.3819
D50
0.6022
D60
0.7950
D80
1.7466
D85
2.3349
D90
3.3257
D95
FinenessModulus
2.76
Cu
3.45
Cc
0.80
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 125-128 Sample Number: 125-128Material Description: Medium to fine sand with some coarse to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
721.93 0.00 #4 537.82 505.72 95.6#8 532.00 463.92 86.1
#20 600.78 435.81 63.3#40 497.69 381.34 47.2#60 563.49 369.70 20.3
#100 463.81 353.11 5.0#140 366.22 349.47 2.7#200 337.53 333.62 2.1
Fractional Components
Boulders Cobbles Pebbles Granules
10.9
Sand
V. Crs.
16.3Crs.
13.7Med.
32.5Fine
17.0V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1899
D15
0.2205
D20
0.2483
D30
0.3022
D50
0.4582
D60
0.7025
D80
1.7699
D85
2.2266
D90
2.9921
D95
4.5147
FinenessModulus
2.56
Cu
3.70
Cc
0.68
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 135-139 Sample Number: 135-139Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
918.72 0.00 #4 560.52 505.72 94.0#8 561.58 463.92 83.4
#20 662.37 435.81 58.7#40 558.29 381.34 39.5#60 564.45 369.70 18.3
#100 450.49 353.11 7.7#140 369.42 349.47 5.5#200 346.66 333.62 4.1
Fractional Components
Boulders Cobbles Pebbles Granules
11.8
Sand
V. Crs.
17.2Crs.
17.8Med.
26.7Fine
12.0V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1786
D15
0.2244
D20
0.2626
D30
0.3366
D50
0.5961
D60
0.8944
D80
2.0029
D85
2.5706
D90
3.5214
D95
FinenessModulus
2.72
Cu
5.01
Cc
0.71
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
14.417.719.022.37.16.410.416.815.026.314.910.514.522.727.619.62.83.1
0.00.00.00.00.10.63.424.571.43.04.810.138.629.111.5
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-20 139-143 139-143 Medium to very coarse sand
MW-20 143-147 143-147 Medium sand
MW-20 147-149.5 147-149.5 Coarse to very coarse sand and gravel
MW-20 149.5-152 149.5-152 Silt and clay with fine sand
MW-20 152-155 152-155 Medium to fine sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 139-143 Sample Number: 139-143Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
914.14 0.00 #4 596.02 505.72 90.1#8 590.66 463.92 76.3
#20 671.66 435.81 50.5#40 562.59 381.34 30.6#60 526.04 369.70 13.5
#100 409.60 353.11 7.3#140 365.09 349.47 5.6#200 349.54 333.62 3.9
Fractional Components
Boulders Cobbles Pebbles Granules
14.4
Sand
V. Crs.
17.7Crs.
19.0Med.
22.3Fine
7.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2051
D15
0.2652
D20
0.3128
D30
0.4172
D50
0.8354
D60
1.2195
D80
2.8121
D85
3.6188
D90
4.7191
D95
FinenessModulus
3.07
Cu
5.94
Cc
0.70
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 143-147 Sample Number: 143-147Material Description: Medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
873.29 0.00 #4 543.32 505.72 95.7#8 541.91 463.92 86.8
#20 642.52 435.81 63.1#40 524.42 381.34 46.7#60 555.86 369.70 25.4
#100 460.15 353.11 13.1#140 389.51 349.47 8.6#200 363.59 333.62 5.1
Fractional Components
Boulders Cobbles Pebbles Granules
10.4
Sand
V. Crs.
16.8Crs.
15.0Med.
26.3Fine
14.9V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1200
D15
0.1673
D20
0.2097
D30
0.2821
D50
0.4708
D60
0.7290
D80
1.7175
D85
2.1534
D90
2.8852
D95
4.4331
FinenessModulus
2.45
Cu
6.07
Cc
0.91
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 147-149.5 Sample Number: 147-149.5Material Description: Coarse to very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
922.71 0.00 #4 569.01 505.72 93.1#8 585.39 463.92 80.0
#20 741.57 435.81 46.8#40 633.62 381.34 19.5#60 494.71 369.70 5.9
#100 376.30 353.11 3.4#140 356.39 349.47 2.7#200 338.31 333.62 2.2
Fractional Components
Boulders Cobbles Pebbles Granules
14.5
Sand
V. Crs.
22.7Crs.
27.6Med.
19.6Fine
2.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.3094
D15
0.3708
D20
0.4311
D30
0.5614
D50
0.9212
D60
1.2061
D80
2.3624
D85
2.9826
D90
3.9318
D95
FinenessModulus
3.22
Cu
3.90
Cc
0.84
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 149.5-152 Sample Number: 149.5-152Material Description: Silt and clay with fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
743.19 0.00 #4 505.72 505.72 100.0#8 463.92 463.92 100.0
#20 436.41 435.81 99.9#40 387.42 381.34 99.1#60 393.43 369.70 95.9
#100 465.90 353.11 80.7#140 497.59 349.47 60.8#200 546.54 333.62 32.2
Fractional Components
Boulders
0.0
Cobbles
0.0
Pebbles
0.0
Granules
0.0
Sand
V. Crs.
0.1Crs.
0.6Med.
3.4Fine
24.5V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10 D15 D20 D30 D50
0.0922
D60
0.1048
D80
0.1476
D85
0.1662
D90
0.1924
D95
0.2369
FinenessModulus
0.22
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 152-155 Sample Number: 152-155Material Description: Medium to fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
855.55 0.00 #4 526.15 505.72 97.6#8 486.34 463.92 95.0
#20 496.22 435.81 87.9#40 508.81 381.34 73.0#60 647.49 369.70 40.6
#100 565.88 353.11 15.7#140 406.15 349.47 9.1#200 373.84 333.62 4.4
Fractional Components
Boulders Cobbles Pebbles Granules
3.0
Sand
V. Crs.
4.8Crs.
10.1Med.
38.6Fine
29.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1133
D15
0.1464
D20
0.1696
D30
0.2092
D50
0.2889
D60
0.3367
D80
0.5127
D85
0.6489
D90
1.0905
D95
2.3641
FinenessModulus
1.65
Cu
2.97
Cc
1.15
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
7.813.825.234.18.72.58.913.723.032.710.54.412.916.024.223.35.83.24.07.034.142.74.82.332.518.49.15.00.72.5
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-20 155-160 155-160 Medium to coarse sand
MW-20 160-165 160-165 Medium to coarse sand
MW-20 165-170 165-170 Coarse to medium sand
MW-20 170-175 170-175 Medium to coarse sand
MW-20 175-177 175-177 Very coarse sand and gravel
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 155-160 Sample Number: 155-160Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
810.50 0.00 #4 556.33 505.72 93.8#8 522.82 463.92 86.5
#20 603.61 435.81 65.8#40 612.23 381.34 37.3#60 581.39 369.70 11.2
#100 417.32 353.11 3.3#140 359.56 349.47 2.0#200 337.29 333.62 1.6
Fractional Components
Boulders Cobbles Pebbles Granules
7.8
Sand
V. Crs.
13.8Crs.
25.2Med.
34.1Fine
8.7V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2410
D15
0.2760
D20
0.3072
D30
0.3711
D50
0.5546
D60
0.7144
D80
1.5354
D85
2.1071
D90
3.2171
D95
FinenessModulus
2.70
Cu
2.96
Cc
0.80
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 160-165 Sample Number: 160-165Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
799.70 0.00 #4 545.08 505.72 95.1#8 530.48 463.92 86.8
#20 600.13 435.81 66.2#40 589.26 381.34 40.2#60 572.03 369.70 14.9
#100 429.81 353.11 5.3#140 360.07 349.47 4.0#200 339.22 333.62 3.3
Fractional Components
Boulders Cobbles Pebbles Granules
8.9
Sand
V. Crs.
13.7Crs.
23.0Med.
32.7Fine
10.5V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2111
D15
0.2507
D20
0.2835
D30
0.3477
D50
0.5292
D60
0.6942
D80
1.5452
D85
2.0888
D90
3.0339
D95
4.7162
FinenessModulus
2.61
Cu
3.29
Cc
0.83
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 165-170 Sample Number: 165-170Material Description: Coarse to medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
838.64 0.00 #4 602.51 505.72 88.5#8 571.32 463.92 75.7
#20 637.44 435.81 51.6#40 596.10 381.34 26.0#60 512.69 369.70 9.0
#100 394.79 353.11 4.0#140 361.08 349.47 2.6#200 339.08 333.62 1.9
Fractional Components
Boulders Cobbles Pebbles Granules
12.9
Sand
V. Crs.
16.0Crs.
24.2Med.
23.3Fine
5.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2622
D15
0.3135
D20
0.3625
D30
0.4712
D50
0.8090
D60
1.1371
D80
2.9824
D85
3.9232
D90 D95
FinenessModulus
3.18
Cu
4.34
Cc
0.74
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 170-175 Sample Number: 170-175Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
815.49 0.00 #4 534.44 505.72 96.5#8 505.30 463.92 91.4
#20 538.20 435.81 78.8#40 709.62 381.34 38.6#60 626.63 369.70 7.1
#100 388.70 353.11 2.7#140 358.08 349.47 1.7#200 336.12 333.62 1.4
Fractional Components
Boulders Cobbles Pebbles Granules
4.0
Sand
V. Crs.
7.0Crs.
34.1Med.
42.7Fine
4.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2697
D15
0.2981
D20
0.3243
D30
0.3765
D50
0.5012
D60
0.5853
D80
0.8774
D85
1.0454
D90
1.5329
D95
4.0277
FinenessModulus
2.45
Cu
2.17
Cc
0.90
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 175-177 Sample Number: 175-177Material Description: Very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
761.91 0.00 #4 676.33 505.72 77.6#8 733.92 463.92 42.2
#20 646.35 435.81 14.5#40 440.43 381.34 6.8#60 396.70 369.70 3.2
#100 357.72 353.11 2.6#140 350.88 349.47 2.4#200 334.61 333.62 2.3
Fractional Components
Boulders Cobbles Pebbles Granules
32.5
Sand
V. Crs.
18.4Crs.
9.1Med.
5.0Fine
0.7V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.5967
D15
0.8757
D20
1.1498
D30
1.6910
D50
2.8075
D60
3.4278
D80 D85 D90 D95
FinenessModulus
4.43
Cu
5.74
Cc
1.40
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
15.919.424.120.03.62.27.014.134.728.37.64.212.717.829.223.25.12.90.81.96.046.338.26.713.218.623.226.66.72.7
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-20 177-185 177-185 Medium to very coarse sand
MW-20 185-191.5 185-191.5 Coarse to medium sand with some very coarse sand and gravel
MW-20 191.5-198.5 191.5-198.5 Coarse to medium sand with some very coarse sand and gravel
MW-20 198.5-205 198.5-205 Medium to fine sand
MW-20 205-217.5 205-217.5 Medium to very coarse sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 177-185 Sample Number: 177-185Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
760.00 0.00 #4 589.72 505.72 88.9#8 582.93 463.92 73.3
#20 653.92 435.81 44.6#40 566.83 381.34 20.2#60 478.82 369.70 5.8
#100 378.49 353.11 2.5#140 353.66 349.47 1.9#200 334.70 333.62 1.8
Fractional Components
Boulders Cobbles Pebbles Granules
15.9
Sand
V. Crs.
19.4Crs.
24.1Med.
20.0Fine
3.6V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.3047
D15
0.3629
D20
0.4227
D30
0.5617
D50
1.0040
D60
1.4072
D80
3.1578
D85
3.9606
D90 D95
FinenessModulus
3.38
Cu
4.62
Cc
0.74
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 185-191.5 Sample Number: 185-191.5Material Description: Coarse to medium sand with some very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
836.35 0.00 #4 525.60 505.72 97.6#8 522.29 463.92 90.6
#20 620.97 435.81 68.5#40 691.59 381.34 31.4#60 533.55 369.70 11.8
#100 406.09 353.11 5.5#140 367.90 349.47 3.3#200 342.81 333.62 2.2
Fractional Components
Boulders Cobbles Pebbles Granules
7.0
Sand
V. Crs.
14.1Crs.
34.7Med.
28.3Fine
7.6V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2282
D15
0.2826
D20
0.3280
D30
0.4131
D50
0.5957
D60
0.7139
D80
1.1894
D85
1.5081
D90
2.2175
D95
3.6403
FinenessModulus
2.59
Cu
3.13
Cc
1.05
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 191.5-198.5 Sample Number: 191.5-198.5Material Description: Coarse to medium sand with some very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
740.71 0.00 #4 550.92 505.72 93.9#8 556.34 463.92 81.4
#20 635.23 435.81 54.5#40 605.32 381.34 24.3#60 489.80 369.70 8.0
#100 384.83 353.11 3.8#140 360.62 349.47 2.3#200 337.36 333.62 1.8
Fractional Components
Boulders Cobbles Pebbles Granules
12.7
Sand
V. Crs.
17.8Crs.
29.2Med.
23.2Fine
5.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2751
D15
0.3299
D20
0.3812
D30
0.4864
D50
0.7611
D60
0.9884
D80
2.1908
D85
2.8638
D90
3.7949
D95
FinenessModulus
3.04
Cu
3.59
Cc
0.87
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 198.5-205 Sample Number: 198.5-205Material Description: Medium to fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
720.05 0.00 #4 506.07 505.72 100.0#8 467.58 463.92 99.4
#20 454.52 435.81 96.8#40 469.95 381.34 84.5#60 655.10 369.70 44.9
#100 584.53 353.11 12.8#140 415.52 349.47 3.6#200 349.24 333.62 1.4
Fractional Components
Boulders Cobbles Pebbles Granules
0.8
Sand
V. Crs.
1.9Crs.
6.0Med.
46.3Fine
38.2V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1395
D15
0.1578
D20
0.1740
D30
0.2045
D50
0.2663
D60
0.3006
D80
0.3929
D85
0.4288
D90
0.4824
D95
0.5976
FinenessModulus
1.35
Cu
2.15
Cc
1.00
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 205-217.5 Sample Number: 205-217.5Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
825.29 0.00 #4 556.99 505.72 93.8#8 565.68 463.92 81.5
#20 660.41 435.81 54.2#40 585.22 381.34 29.5#60 536.29 369.70 9.4
#100 399.82 353.11 3.7#140 363.31 349.47 2.0#200 337.49 333.62 1.5
Fractional Components
Boulders Cobbles Pebbles Granules
13.2
Sand
V. Crs.
18.6Crs.
23.2Med.
26.6Fine
6.7V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2563
D15
0.2991
D20
0.3394
D30
0.4298
D50
0.7443
D60
1.0253
D80
2.2036
D85
2.8255
D90
3.7607
D95
FinenessModulus
2.99
Cu
4.00
Cc
0.70
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
7.812.321.441.38.93.17.415.727.031.010.05.611.112.115.030.517.45.83.47.819.927.89.129.61.84.011.727.310.044.4
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-20 217.5-225 217.5-225 Medium to coarse sand
MW-20 225-227.5 225-227.5 Medium to coarse sand
MW-20 227.5-230 227.5-230 Medium to fine sand
MW-20 230-232.5 230-232.5 Clay with medium to coarse sand
MW-20 232.5-235 232.5-235 Clay with fine to medium sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 217.5-225 Sample Number: 217.5-225Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
800.42 0.00 #4 534.17 505.72 96.4#8 522.44 463.92 89.1
#20 581.25 435.81 71.0#40 591.91 381.34 44.7#60 631.03 369.70 12.0
#100 417.66 353.11 3.9#140 361.41 349.47 2.5#200 337.29 333.62 2.0
Fractional Components
Boulders Cobbles Pebbles Granules
7.8
Sand
V. Crs.
12.3Crs.
21.4Med.
41.3Fine
8.9V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2370
D15
0.2667
D20
0.2917
D30
0.3402
D50
0.4676
D60
0.5866
D80
1.2977
D85
1.7468
D90
2.5350
D95
4.0814
FinenessModulus
2.50
Cu
2.48
Cc
0.83
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 225-227.5 Sample Number: 225-227.5Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
820.63 0.00 #4 522.79 505.72 97.9#8 515.60 463.92 91.6
#20 626.80 435.81 68.3#40 623.26 381.34 38.9#60 560.80 369.70 15.6
#100 422.33 353.11 7.1#140 372.34 349.47 4.4#200 347.72 333.62 2.6
Fractional Components
Boulders Cobbles Pebbles Granules
7.4
Sand
V. Crs.
15.7Crs.
27.0Med.
31.0Fine
10.0V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1938
D15
0.2452
D20
0.2834
D30
0.3546
D50
0.5386
D60
0.6807
D80
1.2583
D85
1.5715
D90
2.0966
D95
3.2489
FinenessModulus
2.48
Cu
3.51
Cc
0.95
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 227.5-230 Sample Number: 227.5-230Material Description: Medium to fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
799.96 0.00 #4 548.71 505.72 94.6#8 552.80 463.92 83.5
#20 577.79 435.81 65.8#40 524.23 381.34 47.9#60 567.32 369.70 23.2
#100 470.85 353.11 8.5#140 384.44 349.47 4.1#200 349.06 333.62 2.2
Fractional Components
Boulders Cobbles Pebbles Granules
11.1
Sand
V. Crs.
12.1Crs.
15.0Med.
30.5Fine
17.4V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1623
D15
0.1983
D20
0.2305
D30
0.2905
D50
0.4485
D60
0.6337
D80
1.9105
D85
2.5849
D90
3.5357
D95
FinenessModulus
2.51
Cu
3.91
Cc
0.82
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 230-232.5 Sample Number: 230-232.5Material Description: Clay with medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
729.71 0.00 #4 517.89 505.72 98.3#8 487.27 463.92 95.1
#20 523.91 435.81 83.1#40 549.98 381.34 59.9#60 525.02 369.70 38.7
#100 410.99 353.11 30.7#140 363.61 349.47 28.8#200 341.66 333.62 27.7
Fractional Components
Boulders Cobbles Pebbles Granules
3.4
Sand
V. Crs.
7.8Crs.
19.9Med.
27.8Fine
9.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10 D15 D20 D30
0.1345
D50
0.3383
D60
0.4255
D80
0.7526
D85
0.9290
D90
1.2584
D95
2.3024
FinenessModulus
1.69
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-20Depth: 232.5-235 Sample Number: 232.5-235Material Description: Clay with fine to medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
805.59 0.00 #4 509.35 505.72 99.5#8 476.87 463.92 97.9
#20 486.22 435.81 91.7#40 505.62 381.34 76.3#60 545.84 369.70 54.4
#100 421.91 353.11 45.9#140 368.61 349.47 43.5#200 341.64 333.62 42.5
Fractional Components
Boulders Cobbles Pebbles Granules
1.8
Sand
V. Crs.
4.0Crs.
11.7Med.
27.3Fine
10.0V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10 D15 D20 D30 D50
0.2097
D60
0.2909
D80
0.4732
D85
0.5680
D90
0.7461
D95
1.2167
FinenessModulus
1.14
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
10.817.323.621.75.85.615.419.620.419.24.62.76.812.215.726.030.84.32.15.610.026.028.826.413.416.218.616.66.87.9
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-30 115-119 115-119 Medium to coarse sand
MW-30 119-123 119-123 Coarse to very coarse sand and gravel
MW-30 123-127 123-127 Fine to medium sand
MW-30 127-131 127-131 Silt and fine to medium sand
MW-30 131-135 131-135 Medium to coarse sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 115-119 Sample Number: 115-119Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
576.64 0.00 #4 580.96 505.50 86.9#8 520.29 463.76 77.1
#20 581.78 434.63 51.6#40 520.71 380.51 27.3#60 460.69 369.12 11.4
#100 382.62 353.03 6.3#140 356.53 348.40 4.9#200 347.51 332.32 2.2
Fractional Components
Boulders Cobbles Pebbles Granules
10.8
Sand
V. Crs.
17.3Crs.
23.6Med.
21.7Fine
5.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2312
D15
0.2910
D20
0.3439
D30
0.4586
D50
0.8096
D60
1.1209
D80
2.8183
D85
4.0687
D90 D95
FinenessModulus
3.13
Cu
4.85
Cc
0.81
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 119-123 Sample Number: 119-123Material Description: Coarse to very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
736.69 0.00 #4 614.37 506.19 85.3#8 573.05 464.47 70.6
#20 644.11 434.79 42.2#40 532.82 381.16 21.6#60 475.29 369.82 7.3
#100 383.62 353.34 3.1#140 356.40 349.09 2.2#200 343.85 333.18 0.7
Fractional Components
Boulders Cobbles Pebbles Granules
15.4
Sand
V. Crs.
19.6Crs.
20.4Med.
19.2Fine
4.6V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2849
D15
0.3428
D20
0.4039
D30
0.5618
D50
1.1093
D60
1.5721
D80
3.6343
D85
4.6744
D90 D95
FinenessModulus
3.46
Cu
5.52
Cc
0.70
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 123-127 Sample Number: 123-127Material Description: Fine to medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
622.98 0.00 #4 524.31 505.50 97.0#8 500.10 463.89 91.2
#20 545.10 434.75 73.5#40 485.89 380.41 56.5#60 502.96 369.36 35.1
#100 521.71 352.91 8.0#140 378.61 348.49 3.1#200 342.74 333.29 1.6
Fractional Components
Boulders Cobbles Pebbles Granules
6.8
Sand
V. Crs.
12.2Crs.
15.7Med.
26.0Fine
30.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1586
D15
0.1766
D20
0.1933
D30
0.2287
D50
0.3489
D60
0.4794
D80
1.1743
D85
1.5446
D90
2.1484
D95
3.5615
FinenessModulus
2.14
Cu
3.02
Cc
0.69
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 127-131 Sample Number: 127-131Material Description: Silt and fine to medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
670.67 0.00 #4 511.58 505.72 99.1#8 474.12 463.92 97.6
#20 490.67 435.81 89.4#40 465.23 381.34 76.9#60 515.53 369.70 55.2
#100 510.14 353.11 31.8#140 411.84 349.47 22.5#200 387.14 333.62 14.5
Fractional Components
Boulders Cobbles Pebbles Granules
2.1
Sand
V. Crs.
5.6Crs.
10.0Med.
26.0Fine
28.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10 D15
0.0767
D20
0.0952
D30
0.1423
D50
0.2252
D60
0.2766
D80
0.4752
D85
0.6070
D90
0.8957
D95
1.5291
FinenessModulus
1.30
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 131-135 Sample Number: 131-135Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
820.94 0.00 #4 649.04 505.72 82.5#8 570.97 463.92 69.5
#20 631.32 435.81 45.7#40 535.54 381.34 26.9#60 469.63 369.70 14.7
#100 397.88 353.11 9.3#140 369.85 349.47 6.8#200 346.36 333.62 5.2
Fractional Components
Boulders Cobbles Pebbles Granules
13.4
Sand
V. Crs.
16.2Crs.
18.6Med.
16.6Fine
6.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1644
D15
0.2540
D20
0.3241
D30
0.4767
D50
1.0043
D60
1.5190
D80
4.1216
D85 D90 D95
FinenessModulus
3.30
Cu
9.24
Cc
0.91
-
Tested By: C. Condliff C. Condliff C. Condliff S. Jain S. Jain Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
8.616.729.926.76.15.014.516.120.223.37.84.66.38.99.727.127.915.91.73.66.047.829.210.33.418.220.927.623.55.3
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-30 139-143 139-143 Medium to very coarse sand
MW-30 143-147 143-147 Medium to very coarse sand and gravel
MW-30 147-151 147-151 Fine to medium sand with some silt
MW-30 151-155 151-155 Medium to fine sand
MW-30 155-159 155-159 Medium sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 139-143 Sample Number: 139-143Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
735.41 0.00 #4 545.11 505.72 94.6#8 521.06 463.92 86.9
#20 620.02 435.81 61.8#40 613.79 381.34 30.2#60 510.21 369.70 11.1
#100 394.40 353.11 5.5#140 355.65 349.47 4.7#200 338.99 333.62 3.9
Fractional Components
Boulders Cobbles Pebbles Granules
8.6
Sand
V. Crs.
16.7Crs.
29.9Med.
26.7Fine
6.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2373
D15
0.2885
D20
0.3332
D30
0.4230
D50
0.6472
D60
0.8122
D80
1.5795
D85
2.0798
D90
3.0222
D95
FinenessModulus
2.77
Cu
3.42
Cc
0.93
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 139-143 Sample Number: 139-143Material Description: Medium to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
735.41 0.00 #4 545.11 505.72 94.6#8 521.06 463.92 86.9
#20 620.02 435.81 61.8#40 613.79 381.34 30.2#60 510.21 369.70 11.1
#100 394.40 353.11 5.5#140 355.65 349.47 4.7#200 338.99 333.62 3.9
Fractional Components
Boulders Cobbles Pebbles Granules
8.6
Sand
V. Crs.
16.7Crs.
29.9Med.
26.7Fine
6.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2373
D15
0.2885
D20
0.3332
D30
0.4230
D50
0.6472
D60
0.8122
D80
1.5795
D85
2.0798
D90
3.0222
D95
FinenessModulus
2.77
Cu
3.42
Cc
0.93
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 143-147 Sample Number: 143-147Material Description: Medium to very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
744.04 0.00 #4 580.41 505.72 90.0#8 571.28 463.92 75.5
#20 613.67 435.81 51.6#40 541.31 381.34 30.1#60 501.71 369.70 12.4
#100 403.62 353.11 5.6#140 362.51 349.47 3.8#200 345.13 333.62 2.3
Fractional Components
Boulders Cobbles Pebbles Granules
14.5
Sand
V. Crs.
16.1Crs.
20.2Med.
23.3Fine
7.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2234
D15
0.2754
D20
0.3214
D30
0.4235
D50
0.8007
D60
1.1795
D80
2.9222
D85
3.7253
D90 D95
FinenessModulus
3.10
Cu
5.28
Cc
0.68
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 147-151 Sample Number: 147-151Material Description: Fine to medium sand with some siltTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
881.00 0.00 #4 531.31 505.72 97.1#8 514.92 463.92 91.3
#20 547.42 435.81 78.6#40 487.01 381.34 66.6#60 570.81 369.70 43.8
#100 562.09 353.11 20.1#140 409.51 349.47 13.3#200 385.41 333.62 7.4
Fractional Components
Boulders Cobbles Pebbles Granules
6.3
Sand
V. Crs.
8.9Crs.
9.7Med.
27.1Fine
27.9V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.0869
D15
0.1186
D20
0.1495
D30
0.1913
D50
0.2826
D60
0.3529
D80
0.9512
D85
1.4003
D90
2.0936
D95
3.5772
FinenessModulus
1.82
Cu
4.06
Cc
1.19
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 151-155 Sample Number: 151-155Material Description: Medium to fine sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
631.92 0.00 #4 514.05 505.72 98.7#8 470.70 463.92 97.6
#20 465.75 435.81 92.9#40 460.32 381.34 80.4#60 627.82 369.70 39.5
#100 523.25 353.11 12.6#140 369.12 349.47 9.5#200 358.08 333.62 5.6
Fractional Components
Boulders Cobbles Pebbles Granules
1.7
Sand
V. Crs.
3.6Crs.
6.0Med.
47.8Fine
29.2V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1181
D15
0.1633
D20
0.1843
D30
0.2191
D50
0.2843
D60
0.3202
D80
0.4221
D85
0.4690
D90
0.5577
D95
1.4130
FinenessModulus
1.51
Cu
2.71
Cc
1.27
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 155-159 Sample Number: 155-159Material Description: Medium sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
651.10 0.00 #4 510.98 505.72 99.2#8 472.02 463.92 97.9
#20 602.50 435.81 72.3#40 520.78 381.34 50.9#60 514.01 369.70 28.8
#100 492.65 353.11 7.3#140 366.05 349.47 4.8#200 350.95 333.62 2.1
Fractional Components
Boulders Cobbles Pebbles Granules
3.4
Sand
V. Crs.
18.2Crs.
20.9Med.
27.6Fine
23.5V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1654
D15
0.1882
D20
0.2095
D30
0.2565
D50
0.4140
D60
0.5608
D80
1.0942
D85
1.2964
D90
1.5596
D95
1.9513
FinenessModulus
2.14
Cu
3.39
Cc
0.71
-
Tested By: S. Jain S. Jain S. Jain S. Jain/C. Condliff S. Jain Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
1.73.99.747.928.36.74.013.227.639.411.81.95.511.025.244.09.21.916.323.427.917.13.01.611.615.925.324.54.83.9
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-30 159-163 159-163 Medium to fine sand
MW-30 163-167 163-167 Medium to coarse sand
MW-30 167-171 167-171 Medium to coarse sand
MW-30 171-175 171-175 Coarse to very coarse sand and gravel
MW-30 175-179 175-179 Coarse to medium sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 159-163 Sample Number: 159-163Material Description: Medium to fine sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
715.22 0.00 #4 517.20 505.72 98.4#8 473.18 463.92 97.1
#20 475.12 435.81 91.6#40 497.52 381.34 75.4#60 658.20 369.70 35.0
#100 534.32 353.11 9.7#140 380.98 349.47 5.3#200 359.75 333.62 1.6
Fractional Components
Boulders Cobbles Pebbles Granules
1.7
Sand
V. Crs.
3.9Crs.
9.7Med.
47.9Fine
28.3V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1519
D15
0.1766
D20
0.1968
D30
0.2328
D50
0.3020
D60
0.3415
D80
0.4653
D85
0.5326
D90
0.6929
D95
1.4824
FinenessModulus
1.64
Cu
2.25
Cc
1.04
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 163-167 Sample Number: 163-167Material Description: Medium to coarse sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
679.61 0.00 #4 517.22 505.72 98.3#8 483.18 463.92 95.5
#20 570.30 435.81 75.7#40 596.68 381.34 44.0#60 575.46 369.70 13.7
#100 426.05 353.11 3.0#140 360.75 349.47 1.3#200 337.92 333.62 0.7
Fractional Components
Boulders Cobbles Pebbles Granules
4.0
Sand
V. Crs.
13.2Crs.
27.6Med.
39.4Fine
11.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2256
D15
0.2575
D20
0.2850
D30
0.3386
D50
0.4722
D60
0.5746
D80
0.9764
D85
1.1819
D90
1.5138
D95
2.2323
FinenessModulus
2.33
Cu
2.55
Cc
0.88
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 167-171 Sample Number: 167-171Material Description: Medium to coarse sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
679.40 0.00 #4 519.95 505.72 97.9#8 498.45 463.92 92.8
#20 549.16 435.81 76.1#40 590.30 381.34 45.4#60 602.84 369.70 11.1
#100 410.72 353.11 2.6#140 357.52 349.47 1.4#200 337.88 333.62 0.8
Fractional Components
Boulders Cobbles Pebbles Granules
5.5
Sand
V. Crs.
11.0Crs.
25.2Med.
44.0Fine
9.2V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2436
D15
0.2708
D20
0.2947
D30
0.3413
D50
0.4575
D60
0.5508
D80
0.9859
D85
1.2558
D90
1.7780
D95
3.0991
FinenessModulus
2.38
Cu
2.26
Cc
0.87
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 171-175 Sample Number: 171-175Material Description: Coarse to very coarse sand and gravelTested by: S. Jain/C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
742.63 0.00 #4 560.02 505.72 92.7#8 576.58 463.92 77.5
#20 690.68 435.81 43.2#40 582.22 381.34 16.1#60 455.24 369.70 4.6
#100 373.52 353.11 1.9#140 352.81 349.47 1.4#200 334.30 333.62 1.3
Fractional Components
Boulders Cobbles Pebbles Granules
16.3
Sand
V. Crs.
23.4Crs.
27.9Med.
17.1Fine
3.0V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.3397
D15
0.4095
D20
0.4765
D30
0.6176
D50
1.0094
D60
1.3259
D80
2.6076
D85
3.2507
D90
4.1457
D95
FinenessModulus
3.36
Cu
3.90
Cc
0.85
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 175-179 Sample Number: 175-179Material Description: Coarse to medium sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
830.50 0.00 #4 599.52 505.72 88.7#8 558.05 463.92 77.4
#20 634.40 435.81 53.5#40 605.32 381.34 26.5#60 517.55 369.70 8.7
#100 388.42 353.11 4.4#140 358.75 349.47 3.3#200 341.06 333.62 2.4
Fractional Components
Boulders Cobbles Pebbles Granules
11.6
Sand
V. Crs.
15.9Crs.
25.3Med.
24.5Fine
4.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2651
D15
0.3145
D20
0.3612
D30
0.4630
D50
0.7691
D60
1.0524
D80
2.7558
D85
3.7527
D90 D95
FinenessModulus
3.12
Cu
3.97
Cc
0.77
-
Tested By: S. Jain S. Jain S. Jain C. Condliff S. Jain Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
13.521.128.621.94.43.03.58.120.238.623.34.64.49.828.139.311.52.821.220.319.112.22.15.72.88.033.142.28.23.8
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-30 179-183 179-183 Coarse sand
MW-30 183-187 183-187 Medium to fine sand
MW-30 187-191 187-191 Medium to coarse sand
MW-30 191-191.5 191-191.5 Coarse to very coarse sand and gravel
MW-30 191.5-194 191.5-194 Medium to coarse sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 179-183 Sample Number: 179-183Material Description: Coarse sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
746.10 0.00 #4 541.35 505.72 95.2#8 556.86 463.92 82.8
#20 668.20 435.81 51.6#40 596.22 381.34 22.8#60 484.80 369.70 7.4
#100 383.26 353.11 3.4#140 353.05 349.47 2.9#200 335.12 333.62 2.7
Fractional Components
Boulders Cobbles Pebbles Granules
13.5
Sand
V. Crs.
21.1Crs.
28.6Med.
21.9Fine
4.4V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2835
D15
0.3397
D20
0.3939
D30
0.5086
D50
0.8165
D60
1.0611
D80
2.0883
D85
2.6275
D90
3.4475
D95
4.6834
FinenessModulus
3.07
Cu
3.74
Cc
0.86
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 183-187 Sample Number: 183-187Material Description: Medium to fine sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
653.10 0.00 #4 512.30 505.72 99.0#8 484.31 463.92 95.9
#20 517.48 435.81 83.4#40 541.92 381.34 58.8#60 571.50 369.70 27.9
#100 487.26 353.11 7.3#140 374.61 349.47 3.5#200 343.22 333.62 2.0
Fractional Components
Boulders Cobbles Pebbles Granules
3.5
Sand
V. Crs.
8.1Crs.
20.2Med.
38.6Fine
23.3V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1662
D15
0.1915
D20
0.2146
D30
0.2596
D50
0.3631
D60
0.4352
D80
0.7409
D85
0.9173
D90
1.2313
D95
2.0505
FinenessModulus
1.96
Cu
2.62
Cc
0.93
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 187-191 Sample Number: 187-191Material Description: Medium to coarse sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
666.52 0.00 #4 526.08 505.72 96.9#8 492.80 463.92 92.6
#20 539.14 435.81 77.1#40 601.02 381.34 44.2#60 568.50 369.70 14.3
#100 420.42 353.11 4.2#140 365.75 349.47 1.8#200 339.80 333.62 0.9
Fractional Components
Boulders Cobbles Pebbles Granules
4.4
Sand
V. Crs.
9.8Crs.
28.1Med.
39.3Fine
11.5V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2189
D15
0.2542
D20
0.2832
D30
0.3379
D50
0.4694
D60
0.5648
D80
0.9358
D85
1.1602
D90
1.6656
D95
3.4568
FinenessModulus
2.35
Cu
2.58
Cc
0.92
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 191-191.5 Sample Number: 191-191.5Material Description: Coarse to very coarse sand and gravelTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
729.24 0.00 #4 608.31 505.72 85.9#8 621.32 463.92 64.3
#20 653.92 435.81 34.4#40 513.86 381.34 16.3#60 431.22 369.70 7.8
#100 367.41 353.11 5.9#140 350.78 349.47 5.7#200 333.82 333.62 5.7
Fractional Components
Boulders Cobbles Pebbles Granules
21.2
Sand
V. Crs.
20.3Crs.
19.1Med.
12.2Fine
2.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.3011
D15
0.4004
D20
0.4992
D30
0.7270
D50
1.4568
D60
2.0426
D80
3.9258
D85
4.6100
D90 D95
FinenessModulus
3.65
Cu
6.78
Cc
0.86
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 191.5-194 Sample Number: 191.5-194Material Description: Medium to coarse sandTested by: S. Jain Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
695.12 0.00 #4 512.32 505.72 99.1#8 486.80 463.92 95.8
#20 529.90 435.81 82.2#40 650.86 381.34 43.5#60 588.38 369.70 12.0
#100 405.94 353.11 4.4#140 355.70 349.47 3.5#200 334.18 333.62 3.4
Fractional Components
Boulders Cobbles Pebbles Granules
2.8
Sand
V. Crs.
8.0Crs.
33.1Med.
42.2Fine
8.2V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2357
D15
0.2686
D20
0.2962
D30
0.3486
D50
0.4685
D60
0.5478
D80
0.8031
D85
0.9219
D90
1.1235
D95
1.8396
FinenessModulus
2.24
Cu
2.32
Cc
0.94
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
0.00.00.00.20.75.034.148.911.12.77.116.245.420.86.76.913.725.335.012.13.713.118.128.325.13.82.26.111.821.142.114.51.7
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-30 194-195 194-195 Fine to medium sand with some silt
MW-30 195-199 195-199 Medium to fine sand
MW-30 199-203 199-203 Medium to coarse sand
MW-30 203-207 203-207 Coarse to very coarse sand
MW-30 207-210 207-210 Medium to coarse sand with fine sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 194-195 Sample Number: 194-195Material Description: Fine to medium sand with some siltTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
780.43 0.00 #4 505.72 505.72 100.0#8 464.49 463.92 99.9
#20 444.38 435.81 98.8#40 434.01 381.34 92.1#60 620.14 369.70 60.0
#100 667.33 353.11 19.7#140 454.32 349.47 6.3#200 370.43 333.62 1.6
Fractional Components
Boulders
0.0
Cobbles
0.0
Pebbles
0.0
Granules
0.2
Sand
V. Crs.
0.7Crs.
5.0Med.
34.1Fine
48.9V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1213
D15
0.1373
D20
0.1507
D30
0.1742
D50
0.2218
D60
0.2500
D80
0.3309
D85
0.3616
D90
0.4024
D95
0.5420
FinenessModulus
1.11
Cu
2.06
Cc
1.00
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 195-199 Sample Number: 195-199Material Description: Medium to fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
763.98 0.00 #4 511.03 505.72 99.3#8 480.41 463.92 97.1
#20 515.57 435.81 86.7#40 551.01 381.34 64.5#60 652.60 369.70 27.5
#100 488.72 353.11 9.7#140 386.97 349.47 4.8#200 348.97 333.62 2.8
Fractional Components
Boulders Cobbles Pebbles Granules
2.7
Sand
V. Crs.
7.1Crs.
16.2Med.
45.4Fine
20.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1522
D15
0.1870
D20
0.2151
D30
0.2607
D50
0.3445
D60
0.3961
D80
0.6129
D85
0.7676
D90
1.0666
D95
1.7077
FinenessModulus
1.83
Cu
2.60
Cc
1.13
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 199-203 Sample Number: 199-203Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
746.92 0.00 #4 521.01 505.72 98.0#8 509.03 463.92 91.9
#20 589.30 435.81 71.4#40 595.29 381.34 42.7#60 570.99 369.70 15.8
#100 430.74 353.11 5.4#140 370.35 349.47 2.6#200 341.10 333.62 1.6
Fractional Components
Boulders Cobbles Pebbles Granules
6.9
Sand
V. Crs.
13.7Crs.
25.3Med.
35.0Fine
12.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2049
D15
0.2448
D20
0.2767
D30
0.3368
D50
0.4914
D60
0.6173
D80
1.1679
D85
1.4814
D90
2.0248
D95
3.2272
FinenessModulus
2.42
Cu
3.01
Cc
0.90
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 203-207 Sample Number: 203-207Material Description: Coarse to very coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
746.62 0.00 #4 552.91 505.72 93.7#8 559.81 463.92 80.8
#20 638.51 435.81 53.7#40 602.99 381.34 24.0#60 503.90 369.70 6.0
#100 378.21 353.11 2.7#140 356.32 349.47 1.7#200 336.36 333.62 1.4
Fractional Components
Boulders Cobbles Pebbles Granules
13.1
Sand
V. Crs.
18.1Crs.
28.3Med.
25.1Fine
3.8V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2937
D15
0.3406
D20
0.3867
D30
0.4873
D50
0.7731
D60
1.0178
D80
2.2624
D85
2.9342
D90
3.8614
D95
FinenessModulus
3.08
Cu
3.47
Cc
0.79
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 207-210 Sample Number: 207-210Material Description: Medium to coarse sand with fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
689.28 0.00 #4 516.69 505.72 98.4#8 500.71 463.92 93.1
#20 555.51 435.81 75.7#40 559.42 381.34 49.9#60 601.60 369.70 16.2
#100 449.49 353.11 2.2#140 355.69 349.47 1.3#200 334.52 333.62 1.2
Fractional Components
Boulders Cobbles Pebbles Granules
6.1
Sand
V. Crs.
11.8Crs.
21.1Med.
42.1Fine
14.5V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2166
D15
0.2439
D20
0.2679
D30
0.3138
D50
0.4260
D60
0.5190
D80
1.0269
D85
1.3263
D90
1.8260
D95
2.9043
FinenessModulus
2.31
Cu
2.40
Cc
0.88
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
24.714.510.58.76.61.48.67.97.136.130.43.63.28.516.837.127.15.27.512.323.934.712.73.79.211.718.327.620.34.3
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-30 210-211 210-211 Very coarse sand and gravel with some fine sand
MW-30 211-215 211-215 Medium to fine sand
MW-30 215-223 215-223 Medium to fine sand
MW-30 223-231 223-231 Medium to coarse sand
MW-30 231-235 231-235 Medium to fine sand with some coarse sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 210-211 Sample Number: 210-211Material Description: Very coarse sand and gravel with some fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
763.68 0.00 #4 707.83 505.72 73.5#8 669.58 463.92 46.6
#20 604.09 435.81 24.6#40 458.21 381.34 14.5#60 419.40 369.70 8.0
#100 398.09 353.11 2.1#140 355.82 349.47 1.3#200 335.41 333.62 1.0
Fractional Components
Boulders Cobbles Pebbles Granules
24.7
Sand
V. Crs.
14.5Crs.
10.5Med.
8.7Fine
6.6V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2932
D15
0.4418
D20
0.6317
D30
1.1767
D50
2.6142
D60
3.4176
D80 D85 D90 D95
FinenessModulus
4.18
Cu
11.66
Cc
1.38
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 211-215 Sample Number: 211-215Material Description: Medium to fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
652.12 0.00 #4 533.38 505.72 95.8#8 519.60 463.92 87.2
#20 509.41 435.81 75.9#40 453.02 381.34 64.9#60 571.24 369.70 34.0
#100 528.87 353.11 7.1#140 379.04 349.47 2.6#200 340.41 333.62 1.5
Fractional Components
Boulders Cobbles Pebbles Granules
8.6
Sand
V. Crs.
7.9Crs.
7.1Med.
36.1Fine
30.4V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1632
D15
0.1823
D20
0.1999
D30
0.2351
D50
0.3195
D60
0.3810
D80
1.3243
D85
1.9860
D90
2.9468
D95
4.4576
FinenessModulus
2.12
Cu
2.33
Cc
0.89
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 215-223 Sample Number: 215-223Material Description: Medium to fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
723.67 0.00 #4 518.21 505.72 98.3#8 481.53 463.92 95.8
#20 526.31 435.81 83.3#40 531.00 381.34 62.7#60 589.42 369.70 32.3
#100 529.31 353.11 7.9#140 375.33 349.47 4.4#200 346.10 333.62 2.6
Fractional Components
Boulders Cobbles Pebbles Granules
3.2
Sand
V. Crs.
8.5Crs.
16.8Med.
37.1Fine
27.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1610
D15
0.1826
D20
0.2020
D30
0.2407
D50
0.3349
D60
0.4023
D80
0.7220
D85
0.9309
D90
1.2856
D95
2.0840
FinenessModulus
1.90
Cu
2.50
Cc
0.89
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 223-231 Sample Number: 223-231Material Description: Medium to coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
736.83 0.00 #4 531.45 505.72 96.5#8 517.22 463.92 89.3
#20 572.51 435.81 70.7#40 584.41 381.34 43.2#60 566.92 369.70 16.4
#100 435.59 353.11 5.2#140 367.03 349.47 2.8#200 339.68 333.62 2.0
Fractional Components
Boulders Cobbles Pebbles Granules
7.5
Sand
V. Crs.
12.3Crs.
23.9Med.
34.7Fine
12.7V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2026
D15
0.2407
D20
0.2724
D30
0.3326
D50
0.4886
D60
0.6181
D80
1.2546
D85
1.6902
D90
2.5156
D95
4.0712
FinenessModulus
2.47
Cu
3.05
Cc
0.88
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/8/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-30Depth: 231-235 Sample Number: 231-235Material Description: Medium to fine sand with some coarse sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
790.71 0.00 #4 556.79 505.72 93.5#8 535.62 463.92 84.5
#20 574.03 435.81 67.0#40 544.02 381.34 46.4#60 542.30 369.70 24.6
#100 488.01 353.11 7.5#140 388.73 349.47 2.6#200 343.12 333.62 1.4
Fractional Components
Boulders Cobbles Pebbles Granules
9.2
Sand
V. Crs.
11.7Crs.
18.3Med.
27.6Fine
20.3V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1654
D15
0.1942
D20
0.2227
D30
0.2848
D50
0.4689
D60
0.6448
D80
1.7215
D85
2.4538
D90
3.5951
D95
FinenessModulus
2.51
Cu
3.90
Cc
0.76
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Project No.: Figure
Garvey ElevatorGarvey Grain Elevator
10264-011
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO. (ft.)
SOIL DATA
PE
RC
EN
T FI
NE
R
0
10
20
30
40
50
60
70
80
90
100
PE
RC
EN
T CO
AR
SE
R
100
90
80
70
60
50
40
30
20
10
0
GRAIN SIZE - mm.
-9-8-7-6-5-4-3-2-1012345678910
% Boulders% +3"% Pebbles% GranulesV. Crs.Crs.Med.Fine
% SandV. FineCrs.Med.Fine
% SiltV. Fine
% Clay
8.415.527.326.68.16.55.27.019.054.07.92.33.25.48.929.927.522.65.27.98.724.527.722.913.517.916.317.214.410.4
6 in
.
3 in
.
2 in
.1½
in.
1 in
.¾
in.
½ in
.3/
8 in
.
#4#10
#20
#30
#40
#60
#100
#140
#200
Particle Size Distribution Report
MW-33 127-131 127-131 Medium sand
MW-33 131-135 131-135 Fine to medium sand
MW-33 136-140 136-140 Very fine sand and silt
MW-33 140-144 140-144 Fine to very fine sand
MW-33 144-148 144-148 Medium sand
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/31/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-33Depth: 127-131 Sample Number: 127-131Material Description: Medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
1031.01 0.00 #4 567.10 505.72 94.0#8 543.18 463.92 86.4
#20 675.00 435.81 63.2#40 681.29 381.34 34.1#60 570.42 369.70 14.6
#100 424.69 353.11 7.7#140 370.50 349.47 5.6#200 353.10 333.62 3.7
Fractional Components
Boulders Cobbles Pebbles Granules
8.4
Sand
V. Crs.
15.5Crs.
27.3Med.
26.6Fine
8.1V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1941
D15
0.2540
D20
0.2994
D30
0.3868
D50
0.6106
D60
0.7801
D80
1.5940
D85
2.1430
D90
3.1862
D95
FinenessModulus
2.69
Cu
4.02
Cc
0.99
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/31/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-33Depth: 131-135 Sample Number: 131-135Material Description: Fine to medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
966.66 0.00 #4 537.51 505.72 96.7#8 514.69 463.92 91.5
#20 539.89 435.81 80.7#40 642.88 381.34 53.6#60 789.20 369.70 10.2
#100 425.90 353.11 2.7#140 359.79 349.47 1.6#200 336.91 333.62 1.3
Fractional Components
Boulders Cobbles Pebbles Granules
5.2
Sand
V. Crs.
7.0Crs.
19.0Med.
54.0Fine
7.9V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.2472
D15
0.2702
D20
0.2889
D30
0.3246
D50
0.4060
D60
0.4657
D80
0.8170
D85
1.1448
D90
1.9416
D95
3.7874
FinenessModulus
2.28
Cu
1.88
Cc
0.92
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/31/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-33Depth: 136-140 Sample Number: 136-140Material Description: Very fine sand and siltTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
952.45 0.00 #4 523.77 505.72 98.1#8 490.60 463.92 95.3
#20 510.31 435.81 87.5#40 499.45 381.34 75.1#60 607.81 369.70 50.1
#100 549.23 353.11 29.5#140 466.82 349.47 17.2#200 402.81 333.62 9.9
Fractional Components
Boulders Cobbles Pebbles Granules
3.2
Sand
V. Crs.
5.4Crs.
8.9Med.
29.9Fine
27.5V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.0754
D15
0.0975
D20
0.1161
D30
0.1520
D50
0.2496
D60
0.3055
D80
0.4993
D85
0.6603
D90
1.1395
D95
2.2373
FinenessModulus
1.44
Cu
4.05
Cc
1.00
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/31/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-33Depth: 140-144 Sample Number: 140-144Material Description: Fine to very fine sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
886.27 0.00 #4 524.30 505.72 97.9#8 504.92 463.92 93.3
#20 535.37 435.81 82.0#40 478.29 381.34 71.1#60 551.01 369.70 50.6
#100 533.82 353.11 30.3#140 465.95 349.47 17.1#200 398.43 333.62 9.8
Fractional Components
Boulders Cobbles Pebbles Granules
5.2
Sand
V. Crs.
7.9Crs.
8.7Med.
24.5Fine
27.7V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.0759
D15
0.0980
D20
0.1157
D30
0.1491
D50
0.2461
D60
0.3127
D80
0.6968
D85
1.1109
D90
1.7088
D95
2.9328
FinenessModulus
1.56
Cu
4.12
Cc
0.94
-
ENSR
GRAIN SIZE DISTRIBUTION TEST DATA 5/31/2007
Client: Garvey ElevatorProject: Garvey Grain ElevatorProject Number: 10264-011Location: MW-33Depth: 144-148 Sample Number: 144-148Material Description: Medium sandTested by: C. Condliff Checked by: S. Tarmann
Sieve Test Data
DrySample
and Tare(grams)
Tare(grams)
SieveOpening
Size
WeightRetained(grams)
SieveWeight(grams)
PercentFiner
939.40 0.00 #4 576.82 505.72 92.4#8 581.11 463.92 80.0
#20 677.30 435.81 54.2#40 532.29 381.34 38.2#60 495.47 369.70 24.8
#100 462.46 353.11 13.2#140 395.17 349.47 8.3#200 370.79 333.62 4.3
Fractional Components
Boulders Cobbles Pebbles Granules
13.5
Sand
V. Crs.
17.9Crs.
16.3Med.
17.2Fine
14.4V. Fine Total
Silt
Crs. Med. Fine V. Fine TotalClay
D10
0.1217
D15
0.1653
D20
0.2066
D30
0.3062
D50
0.7108
D60
1.0659
D80
2.3648
D85
3.0472
D90
4.0838
D95
FinenessModulus
2.76
Cu
8.76
Cc
0.72
-
Tested By: C. Condliff Checked By: S. Tarmann
ENSR
Pewaukee, WI
Client:Project:
Pr