Attachment 17 DWR Lower Elkhorn Basin Levee Setback.pdf

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Attached to
American River Common Features 2016 Sacramento Weir Widening Yolo County, CA
Solicitation number
W9123823B0005
Issued by

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Written by GovTribe AI ·

This solicitation seeks bids for the Sacramento Weir Widening project in Yolo County, California. The project includes constructing a 1,437-foot-long passive weir, a 2,500 foot-long North Levee Setback, a 1,515 foot-long Old River Road Bridge with approximately 15,000 length feet of prestressed-precast bridge girders, realigning 1,635 feet of Old River Road and 2,445 feet of County Road 126, removing a 2,135-foot-long Railroad Embankment and demolishing existing levees totaling 5,380 feet. It will also include a fish passage control structure with a 420 foot-long concrete- lined hybrid technical fishway, a 200 foot-long concrete-lined fish passage channel, two 16-foot-wide flow control gates, and modifications to the existing weir stilling basin. Additional project elements are approximately 400,000 cubic yards of levee embankment fill, 1,000,000 cubic yards of excavation, 38,000 cubic yards of structural concrete, and over 100,000 vertical feet of 20-inch concrete filled steel pipe piles. The purpose is to reduce water surface elevation in the Sacramento River and allow more flow into the Yolo Bypass system.

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Other files

File Type Posted
C04 - Abstract of Offerors Sac Weir Widening (W9123823B0005) (Revised).pdf PDF
C04 - Abstract of Offerors Sac Weir Widening (W9123823B0005).pdf PDF
C04 - Bid Abstract - Sac Weir Widening (W9123823B0005) - 12 Apr 23.pdf PDF
Amendment 0005.pdf PDF
Attachment 15 New and Revised Specifications.pdf PDF
Attachment 16 Revised Drawings.pdf PDF
Amendment 0004.pdf PDF
Attachment 14 Existing Sacramento Weir Drawings.pdf PDF
Attachment 13 Revised Drawings.pdf PDF
Attachment 12 Revised Specifications.pdf PDF

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Date

CL = Centerline SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

12/7/21

Levee Embankment, Sta: 451+29, 101' from CL, WS 14.6' 6" 123.0 21.6 101.2 102.6 19.9 97% 106.2 19.6 100.0 83 45 24

11/29/21

Levee Embankment, Sta: 452+11, 48' from CL, LS 12.9' 6" 117.3 23.0 95.4 93.0 26.1 98% 95.3 26.6 100.0 86 62 40

12/8/21

Levee Embankment, Sta: 452+95, 53' from CL, WS 15.1' 6" 125.5 24.6 100.7 100.4 25.0 96% 104.2 21.6 100.0 81 38 17

12/7/21

Levee Embankment, Sta: 453+34, 32' from CL, WS 14.6' 6" 126.6 23.8 102.3 99.0 27.9 108% 91.4 28.3 100.0 97 78 49

11/29/21

Levee Embankment, Sta: 453+80, 4' from CL, LS 12.7' 6" 119.5 22.9 97.2 94.1 27.0 100% 93.7 27.3 100.0 94 72 47

12/7/21

Levee Embankment, Sta: 455+38, 6' from CL, LS 14.6' 6" 126.2 23.3 102.4 102.3 23.4 96% 106.2 19.6 100.0 83 45 24

12/8/21

Levee Embankment, Sta: 456+32, 11' from CL, WS 15.2' 6" 127.3 20.5 105.6 102.2 24.5 98% 104.2 21.6 100.0 81 38 17

12/8/21

Levee Embankment, Sta: 456+82, 37' from CL, LS 16.2' 6" 125.8 24.9 100.7 101.2 24.3 97% 104.2 21.6 100.0 81 38 17

12/8/21

Levee Embankment, Sta: 457+47, 44' from CL, LS 15.8' 6" 121.4 21.7 99.8 98.5 23.2 95% 104.2 21.6 100.0 81 38 17

11/29/21

Levee Embankment, Sta: 457+67, 72' from CL, WS 13.1' 6" 121.0 22.0 99.2 100.2 20.8 93% 107.6 19.3 100.0 88 48 28

12/7/21

Levee Embankment, Sta: 458+14, 72' from CL, LS 15.6' 6" 123.1 24.3 99.0 98.2 25.3 101% 97.0 24.3 100.0 88 64 41

12/8/21

Levee Embankment, Sta: 458+19, 73' from CL, LS 16.6' 6" 121.7 24.9 97.4 97.3 25.1 101% 96.2 26.0 100.0 90 55 33

12/7/21

Levee Embankment, Sta: 459+49, 102' from CL, LS 16.0' 6" 125.0 23.6 101.1 99.8 25.2 103% 97.0 24.3 100.0 88 64 41

12/8/21

Levee Embankment, Sta: 459+95, 106' from CL, LS 16.5' 6" 129.4 25.4 103.2 103.8 24.7 100% 104.2 21.6 100.0 81 38 17

11/29/21

Levee Embankment, Sta: 461+40, 109' from CL, LS 15.3' 6" 122.0 20.7 101.1 103.0 18.4 96% 107.6 19.3 100.0 88 48 28

10/29/21

Levee Embankment, Sta: 462+49, 30' from CL, LS 14.6' 6" 121.8 18.0 103.2 104.3 16.7 95% 109.6 17.5 100.0 78.5 36 19

11/29/21

Levee Embankment, Sta: 462+74, 48' from CL, LS 15.1' 6" 128.1 19.2 107.5 109.4 17.1 98% 111.1 17.6 100.0 53 28 10

11/29/21

Levee Embankment, Sta: 464+00, 47' from CL, LS 15.6' 6" 123.0 22.2 100.7 103.8 18.5 96% 107.6 19.3 100.0 88 48 28

11/29/21 Levee Embankment, Sta: 464+53, CL

15.3' 6" 122.6 23.7 99.1 101.1 21.3 97% 103.8 20.1 100.0 68 44 26

11/29/21

Levee Embankment, Sta: 464+84, 3' from CL, WS 15.7' 6" 127.7 22.1 104.6 109.1 17.0 98% 111.1 17.6 100.0 53 28 10

10/30/21

Levee Embankment, Sta: 466+04, 13' from CL, WS

14.8' (S.G.) 6" 123.2 20.1 102.6 103.8 18.7 94% 110.6 16.2 100.0 83.7 36 19

10/29/21

Levee Embankment, Sta: 466+79, 114' from CL, LS 15.0' 6" 120.3 17.7 102.2 103.3 16.5 94% 109.6 17.5 100.0 78.5 36 19

11/29/21

Levee Embankment, Sta: 467+23, 33' from CL, WS 15.3' 6" 128.7 20.4 106.9 96% 111.1 17.6 100.0 53 28 10

10/30/21

Levee Embankment, Sta: 468+04, 62' from CL, WS 14.9' 6" 126.0 18.1 106.7 107.7 17.0 97% 110.6 16.2 100.0 83.7 36 19

3/10/22

Levee Embankment, Sta: 450+41, 50' from CL, WS 24.1' 6" 119.7 26.0 95.0 94.8 26.2 97% 98.0 23.7 100 77.9 48 28

3/9/22

Levee Embankment, Sta: 450+50, 30' from CL, WS 23.6' 6" 118.0 26.8 93.1 94.8 24.4 101% 93.6 24.1 100.0 85.3 57 35

3/11/22

Levee Embankment, Sta: 450+54, 38' from CL, WS 25.1' 6" 118.5 24.0 95.6 97.7 21.3 96% 101.4 20.3 100 63 37 18

3/16/22

Levee Embankment, Sta: 450+60, 40' from CL, WS 27.1' 6" 124.0 26.8 97.8 101.0 22.7 101% 100.5 19.6 100.0 74.2 42 20

2/17/22

Levee Embankment, Sta: 450+66, 60' from CL, LS 18.5' 6" 117.0 18.6 98.7 94.9 23.3 95% 99.7 19.8 100.0 72.6 42 22

3/16/22

Levee Embankment, Sta: 451+00, 46' from CL, WS 26.5' 6" 120.7 24.8 96.7 96.8 24.7 99% 98.0 24.0 100.0 76.8 47 28

3/8/22

Levee Embankment, Sta: 451+00, 60' from CL, WS 22.6' 6" 115.6 23.4 93.7 96% 98.0 23.7 100.0 77.9 48 28

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

DWR LEBLS Project Soil Properties

Sacramento Weir Widening SOLICITATION NO. W91238-23-B-0005 AMD-05

SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

3/9/22

Levee Embankment, Sta: 451+11, 62' from CL, WS 23.0' 6" 115.0 27.9 89.9 91.6 25.6 98% 93.6 24.1 100.0 85.3 57 35

3/17/22

Levee Embankment, Sta: 451+17, 36' from CL, WS 27.6' 6" 117.9 29.0 91.4 92.7 27.2 96% 96.4 24.4 100.0 75.9 48 28

2/23/22

Levee Embankment, Sta: 451+18, 63' from CL, WS 21.0' 6" 118.0 24.3 94.9 94.2 25.3 96% 98.1 23.2 100.0 84.6 51 28

3/24/22

Levee Embankment, Sta: 451+60, 18' from CL, WS 35.3' 6" 123.0 27.8 96.2 96.8 27.0 100% 97.2 24.2 100.0 73.1 44 23

2/17/22

Levee Embankment, Sta: 451+73, 73' from CL, WS 18.5' 6" 112.0 25.3 89.4 90.8 23.4 97% 93.6 24.1 100.0 85.3 57 35

3/17/22

Levee Embankment, Sta: 451+77, 21' from CL, WS 28.6' 6" 120.9 27.9 94.5 98% 96.4 24.4 100.0 75.9 48 28

2/23/22

Levee Embankment, Sta: 451+87, 64' from CL, WS 20.5' 6" 119.5 25.1 95.5 95.1 25.7 99% 96.5 24.3 100.0 90.6 61 43

2/18/22

Levee Embankment, Sta: 451+93, 83' from CL, WS 19.1' 6" 114.7 21.0 94.8 92.4 24.1 99% 93.6 24.1 100.0 85.3 57 35

3/14/22

Levee Embankment, Sta: 452+09, 55' from CL, WS 25.6' 6" 117.3 18.5 99.0 101.1 16.0 98% 103.3 19.9 100.0 58.1 35 16

2/16/22

Levee Embankment, Sta: 452+28, 80' from CL, WS 17.0' 6" 119.9 25.8 95.3 99.8 20.2 96% 103.5 18.7 100.0 70.4 37 15

2/16/22

Levee Embankment, Sta: 452+40, 95' from CL, WS 17.6' 6" 117.8 18.2 99.7 96.7 21.8 97% 99.7 19.8 100.0 72.6 42 22

2/22/22

Levee Embankment, Sta: 452+57, 48' from CL, WS 20.1' 6" 112.4 23.5 91.0 89.2 26.1 95% 93.6 24.1 100.0 85.3 57 35

3/23/22

Levee Embankment, Sta: 452+73, 22' from CL, WS 33.8' 6" 120.6 23.3 97.8 98.1 23.0 96% 102.5 19.7 100.0 61.8 37 19

2/23/22

Levee Embankment, Sta: 452+80, 41' from CL, WS 21.1' 6" 121.6 21.7 99.9 102.0 19.2 99% 102.9 18.6 100.0 57.7 32 14

2/24/22

Levee Embankment, Sta: 452+87, 70' from CL, WS 21.5' 6" 117.6 19.5 98.4 92.6 27.0 96% 96.2 24.7 100.0 81 51 31

3/9/22

Levee Embankment, Sta: 452+88, 10' from CL, LS 23.5' 6" 120.5 27.1 94.8 95.9 25.6 102% 93.6 24.1 100.0 85.3 57 35

2/22/22

Levee Embankment, Sta: 452+91, 35' from CL, WS 19.5' 6" 113.5 22.4 92.7 95% 97.5 22.8 100.0 84.8 52 31

3/17/22

Levee Embankment, Sta: 453+02, 28' from CL, WS 28.1' 6" 117.9 27.7 92.3 94.4 24.9 98% 96.4 24.4 100.0 75.9 48 28

3/10/22

Levee Embankment, Sta: 453+02, 3' from CL, WS 24.1' 6" 118.4 24.8 94.9 96.4 22.8 98% 98.0 23.7 100.0 77.9 48 28

3/2/22

Levee Embankment, Sta: 453+06, 73' from CL, WS 22.1' 6" 119.8 27.4 94.0 97.2 23.3 99% 98.0 23.7 100.0 77.9 48 28

3/22/22

Levee Embankment, Sta: 453+09, 21' from CL, WS 31.6' 6" 122.9 19.6 102.8 98.0 25.5 101% 97.2 24.2 100.0 73.1 44 23

3/14/22

Levee Embankment, Sta: 453+11, 41' from CL, WS 26.0' 6" 118.0 30.1 90.7 90.5 30.4 101% 89.7 27.6 100.0 95.3 69 46

3/23/22

Levee Embankment, Sta: 453+25, 19' from CL, WS 34.3' 6" 117.4 26.0 93.2 92.8 26.5 101% 91.6 27.3 100.0 90.9 57 35

3/24/22

Levee Embankment, Sta:

453+27, 17' from CL, WS 34.8' 6" 124.4 28.8 96.6 100.5 23.8 103% 97.9 22.8 100.0 65.7 39 21

2/16/22

Levee Embankment, Sta: 453+27, 42' from CL, WS 17.6' 6" 119.5 19.0 100.4 97.9 22.1 95% 103.5 18.7 100.0 70.4 37 15

2/22/22

Levee Embankment, Sta: 453+60, 5' from CL, WS 19.6' 6" 113.6 19.6 95.0 95% 99.7 19.8 100.0 72.6 42 22

2/17/22

Levee Embankment, Sta: 453+63, 45' from CL, WS 18.5' 6" 116.9 15.4 101.3 98.6 18.6 95% 103.7 19.2 100.0 68.5 38 18

2/23/22

Levee Embankment, Sta: 453+64, 30' from CL, WS 20.6' 6" 115.6 16.1 99.6 91.9 25.8 95% 96.5 24.3 100.0 90.6 61 43

2/22/22

Levee Embankment, Sta: 453+70, 5' from CL, WS 20.0' 6" 120.6 23.9 97.3 97.1 24.2 97% 100.6 22.5 100.0 87.1 54 36

3/25/22

Levee Embankment, Sta: 453+75, 9' from CL, WS 36.8' 6" 119.3 23.9 96.3 99.4 20.0 97% 102.5 19.7 100.0 61.8 37 19

3/21/22

Levee Embankment, Sta: 453+81, 14' from CL, WS 30.4' 6" 120.1 23.7 97.1 97.1 23.7 98% 98.6 21.9 100.0 64.9 39 20

SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

2/24/22

Levee Embankment, Sta: 453+94, 50' from CL, WS 21.6' 6" 120.9 24.6 97.0 96.4 25.4 100% 96.2 24.7 100.0 81 51 31

3/8/22

Levee Embankment, Sta: 454+13, 13' from CL, WS 22.5' 6" 121.7 24.8 97.5 98.5 23.5 101% 98.0 23.7 100.0 77.9 48 28

3/9/22

Levee Embankment, Sta: 454+15, 40' from CL, LS 23.6' 6" 113.6 22.9 92.4 95% 97.5 22.8 100.0 84.8 52 31

3/18/22 Levee Embankment, Sta: 454+19, CL

29.1' 6" 117.3 26.3 92.9 93.9 25.0 97% 97.2 24.2 100.0 73.1 44 23

2/18/22

Levee Embankment, Sta: 454+35, 30' from CL, WS 19.0' 6" 111.4 18.2 94.2 92.4 20.6 95% 97.5 22.8 100.0 84.8 52 31

3/21/22

Levee Embankment, Sta: 454+38, 27' from CL, WS 31.0' 6" 113.9 27.4 89.4 98% 91.6 27.3 100.0 90.9 57 35

3/2/22

Levee Embankment, Sta: 454+39, 19' from CL, WS 22.0' 6" 118.9 21.2 98.1 97.4 22.1 95% 102.9 18.6 100.0 57.7 32 14

2/23/22

Levee Embankment, Sta: 454+49, 8' from CL, LS 21.0' 6" 119.8 18.8 100.8 100.3 19.4 97% 102.9 18.6 100.0 57.7 32 14

3/25/22

Levee Embankment, Sta: 454+55, 6' from CL, WS 38.7' 6" 121.1 27.4 95.1 95.0 27.5 104% 91.6 27.3 100.0 90.9 57 35

3/9/22

Levee Embankment, Sta: 454+77, 1' from CL, WS 23.1' 6" 119.4 25.4 95.2 95.8 24.6 102% 93.6 24.1 100.0 85.3 57 35

3/22/22

Levee Embankment, Sta: 454+80, 26' from CL, WS 32.3' 6" 116.8 27.2 91.8 93.0 25.5 96% 97.2 24.2 100.0 73.1 44 23

3/24/22 Levee Embankment, Sta: 454+90, CL

35.2' 6" 116.9 23.2 94.9 92.9 25.8 95% 97.9 22.8 100.0 65.7 39 21

3/16/22 Levee Embankment, Sta: 454+91, CL

27.0' 6" 121.0 25.4 96.5 98.0 23.5 100% 98.0 24.0 100.0 76.8 47 28

2/22/22

Levee Embankment, Sta: 454+92, 38' from CL, LS 20.0' 6" 116.8 17.6 99.3 92.8 25.8 96% 96.2 24.7 100.0 81 51 31

3/17/22 Levee Embankment, Sta: 455+10, CL

28.7' 6" 116.6 24.8 93.4 94.6 23.2 97% 98.0 24.0 100.0 76.8 47 28

2/16/22

Levee Embankment, Sta: 455+11, 10' from CL, LS 17.5' 6" 120.8 18.1 102.3 99.6 21.3 96% 103.5 18.7 100.0 70.4 37 15

3/11/22

Levee Embankment, Sta: 455+12, 4' from CL, LS 25.0' 6" 117.2 24.5 94.1 96.0 22.0 95% 101.4 20.3 100.0 63 37 18

2/23/22

Levee Embankment, Sta: 455+17, 16' from CL, LS 20.5' 6" 117.6 20.8 97.4 94.9 23.9 95% 99.9 20.7 100.0 74.2 42 22

2/24/22

Levee Embankment, Sta: 455+31, 19' from CL, WS 21.5' 6" 118.1 22.5 96.4 92.2 28.1 96% 96.2 24.7 100.0 81 51 31

3/25/22

Levee Embankment, Sta: 455+49, 6' from CL, LS 37.3' 6" 120.2 22.2 98.4 95.4 26.1 97% 98.2 23.1 100.0 52 32 15

3/25/22 Levee Embankment, Sta: 455+65, CL

37.7' 6" 120.0 27.0 94.5 98.1 22.3 100% 98.2 23.1 100.0 52 32 15

3/14/22 Levee Embankment, Sta: 455+69, CL

26.1' 6" 117.8 26.3 93.3 97.5 20.8 97% 100.5 19.6 100.0 74.2 42 20

2/17/22

Levee Embankment, Sta: 455+70, 5' from CL, LS 18.6' 6" 118.9 21.8 97.6 101.4 17.3 95% 106.4 17.4 100.0 59.5 33 13

2/22/22

Levee Embankment, Sta: 455+77, 64' from CL, LS 20.0' 6" 116.2 21.5 95.6 94.2 23.4 98% 96.5 24.3 100.0 90.6 61 43

3/2/22 Levee Embankment, Sta: 455+86, CL

22.1' 6" 119.6 25.9 95.0 98.3 21.6 96% 102.9 18.6 100.0 57.7 32 14

3/24/22

Levee Embankment, Sta: 455+89, 7' from CL, WS 36.3' 6" 123.4 23.5 99.9 101.2 21.9 103% 97.9 22.8 100.0 65.7 39 21

3/10/22

Levee Embankment, Sta: 455+99, 36' from CL, LS 24.0' 6" 118.1 25.8 93.9 94.6 24.9 96% 98.0 23.7 100.0 77.9 48 28

2/15/22

Levee Embankment, Sta: 456+13, 6' from CL, LS 16.5' 6" 119.9 15.0 104.3 100.2 19.6 97% 103.7 19.2 100.0 68.5 38 18

2/15/22

Levee Embankment, Sta: 456+13, 6' from CL, WS 16.4' 6" 118.2 17.3 100.8 98.0 20.6 95% 103.7 19.2 100.0 68.5 38 18

3/25/22

Levee Embankment, Sta: 456+42, 3' from CL, WS 38.2' 6" 119.1 30.9 91.0 91.5 30.2 100% 91.2 28.0 100.0 94.3 75 55

2/22/22

Levee Embankment, Sta: 456+48, 86' from CL, LS 20.1' 6" 118.8 20.5 98.6 94.1 26.2 98% 96.2 24.7 100.0 81 51 31

SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

2/23/22

Levee Embankment, Sta: 456+75, 49' from CL, LS 20.5' 6" 116.7 23.9 94.2 94.6 23.3 95% 99.9 20.7 100.0 74.2 42 22

3/9/22

Levee Embankment, Sta: 457+00, 40' from CL, LS 23.0' 6" 116.3 23.8 93.9 92.2 26.1 100% 92.3 26.5 100.0 92.8 64 43

2/18/22

Levee Embankment, Sta: 457+03, 12' from CL, LS 19.1' 6" 118.5 19.5 99.2 98.0 20.9 98% 99.7 19.8 100.0 72.6 42 22

2/23/22

Levee Embankment, Sta: 457+19, 35' from CL, LS 21.0' 6" 121.7 23.4 98.6 101.3 20.2 101% 99.9 20.7 100.0 74.2 42 22

3/22/22

Levee Embankment, Sta: 457+20, 19' from CL, LS 31.5' 6" 120.4 20.0 100.3 96.5 24.8 99% 97.2 24.2 100.0 73.1 44 23

2/21/22

Levee Embankment, Sta: 457+22, 57' from CL, LS 19.4' 6" 121.4 21.2 100.2 100% 99.9 20.7 100.0 74.2 42 22

3/24/22

Levee Embankment, Sta: 457+25, 2' from CL, LS 35.8' 6" 125.0 24.5 100.4 102.9 21.5 100% 102.5 19.7 100.0 61.8 37 19

2/16/22

Levee Embankment, Sta: 457+29, 35' from CL, WS 17.5' 6" 121.4 19.5 101.6 100.4 20.9 97% 103.5 18.7 100.0 70.4 37 15

3/17/22

Levee Embankment, Sta: 457+62, 7' from CL, LS 28.1' 6" 117.7 21.6 96.8 93.1 26.5 97% 96.4 24.4 100.0 75.9 48 28

3/2/22

Levee Embankment, Sta: 457+65, 48' from CL, LS 22.0' 6" 120.8 24.8 96.8 96.9 24.7 99% 98.0 23.7 100.0 77.9 48 28

2/18/22

Levee Embankment, Sta: 457+76, 50' from CL, LS 19.1' 6" 115.6 15.9 99.7 97.2 19.0 97% 99.7 19.8 100.0 72.6 42 22

3/16/22

Levee Embankment, Sta: 457+88, 3' from CL, LS 26.6' 6" 121.5 25.3 97.0 99% 98.0 24.0 100.0 76.8 47 28

3/24/22

Levee Embankment, Sta: 457+94, 15' from CL, LS 34.7' 6" 119.5 30.8 91.4 90.7 31.8 102% 89.2 29.1 100.0 93.5 69 47

3/8/22

Levee Embankment, Sta: 457+95, 33' from CL, LS 22.5' 6" 119.6 27.3 94.0 95.4 25.4 97% 98.0 23.7 100.0 77.9 48 28

3/23/22

Levee Embankment, Sta: 458+11, 9' from CL, LS 33.7' 6" 116.7 30.3 89.6 89.4 30.5 100% 89.2 29.1 100.0 93.5 69 47

2/24/22

Levee Embankment, Sta: 458+14, 108' from CL, LS 21.5' 6" 119.8 23.3 97.2 95.0 26.1 99% 96.2 24.7 100.0 81 51 31

2/23/22

Levee Embankment, Sta: 458+21, 82' from CL, LS 21.1' 6" 119.1 24.0 96.0 95.4 24.9 97% 98.1 23.2 100.0 84.6 51 28

3/23/22

Levee Embankment, Sta: 458+39, 14' from CL, LS 34.2' 6" 119.4 26.3 94.5 93.8 27.3 102% 91.6 27.3 100.0 90.9 57 35

3/18/22

Levee Embankment, Sta: 458+56, 38' from CL, LS 29.1' 6" 123.7 21.3 102.0 101.0 22.5 100% 100.5 19.6 100.0 74.2 42 20

3/18/22

Levee Embankment, Sta: 458+56, 45' from CL, LS 29.6' 6" 114.2 21.9 93.7 94.1 21.3 95% 98.6 21.9 100.0 64.9 39 20

3/21/22

Levee Embankment, Sta: 458+60, 17' from CL, LS 30.9' 6" 119.9 30.6 91.8 100% 91.6 27.3 100.0 90.9 57 35

3/22/22

Levee Embankment, Sta: 458+66, 17' from CL, LS 32.2' 6" 117.8 22.6 96.1 99% 97.2 24.2 100.0 73.1 44 23

3/2/22

Levee Embankment, Sta: 458+77, 94' from CL, LS 22.0' 6" 119.5 20.7 99.0 95.8 24.7 98% 98.0 23.7 100.0 77.9 48 28

3/11/22

Levee Embankment, Sta: 458+90, 56' from CL, LS 25.1' 6" 122.4 19.0 102.9 102.0 20.0 101% 101.4 20.3 100.0 63 37 18

2/23/22

Levee Embankment, Sta: 458+92, 124' from CL, LS 21.0' 6" 122.7 22.0 100.6 99.5 23.3 100% 99.9 20.7 100.0 74.2 42 22

3/21/22

Levee Embankment, Sta: 459+14, 29' from CL, LS 30.5' 6" 121.9 24.9 97.6 94.5 29.0 106% 89.2 29.1 100.0 93.5 69 47

3/11/22

Levee Embankment, Sta: 459+28, 53' from CL, LS 25.6' 6" 119.2 24.6 95.7 100.7 18.4 98% 102.9 18.6 100.0 57.7 32 14

3/16/22

Levee Embankment, Sta: 459+34, 40' from CL, LS 27.1' 6" 121.6 26.5 96.1 96.9 25.5 99% 98.0 24.0 100.0 76.8 47 28

3/17/22

Levee Embankment, Sta: 459+50, 40' from CL, LS 28.1' 6" 114.3 28.2 89.2 92.5 23.5 96% 96.4 24.4 100.0 75.9 48 28

3/17/22

Levee Embankment, Sta: 460+02, 34' from CL, LS 28.6' 6" 118.6 17.3 101.1 94.2 25.9 98% 96.4 24.4 100.0 75.9 48 28

3/14/22

Levee Embankment, Sta: 460+02, 48' from CL, LS 26.1' 6" 121.0 27.7 94.8 97.9 23.6 95% 103.3 19.9 100.0 58.1 35 16

SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

3/16/22

Levee Embankment, Sta: 460+03, 38' from CL, LS 27.6' 6" 122.3 25.5 97.5 96.1 27.2 98% 98.0 24.0 100.0 76.8 47 28

3/9/22

Levee Embankment, Sta: 460+99, 62' from CL, WS 24.5' 6" 120.7 22.0 98.9 100.3 20.4 98% 102.8 19.9 100.0 57.6 32 13

3/7/22

Levee Embankment, Sta: 461+10, 31' from CL, WS 22.5' 6" 118.9 23.3 96.4 98.7 20.5 98% 100.5 19.6 100.0 74.2 42 20

3/8/22

Levee Embankment, Sta: 461+11, 64' from CL, WS 23.6' 6" 120.0 21.4 98.8 100.3 19.7 96% 104.5 19.8 100.0 77.4 40 22

3/14/22

Levee Embankment, Sta: 461+14, 54' from CL, LS 27.1' 6" 117.7 23.7 95.1 97.7 20.4 95% 103.3 19.9 100.0 58.1 35 16

2/23/22

Levee Embankment, Sta: 461+36, 43' from CL, WS 20.4' 6" 119.3 24.8 95.6 95.1 25.5 97% 98.1 23.2 100.0 84.6 51 28

3/18/22

Levee Embankment, Sta: 461+50, 30' from CL, LS 30.9' 6" 117.3 26.3 92.9 92.8 26.4 95% 97.2 24.2 100.0 73.1 44 23

2/22/22

Levee Embankment, Sta: 461+66, 35' from CL, WS 19.8' 6" 118.4 24.3 95.3 99.6 18.8 100% 99.7 19.8 100.0 72.6 42 22

2/21/22

Levee Embankment, Sta: 461+67, 60' from CL, WS 19.3' 6" 118.4 20.1 98.6 97.4 21.6 98% 99.7 19.8 100.0 72.6 42 22

2/24/22

Levee Embankment, Sta: 461+68, 68' from CL, WS 20.8' 6" 119.6 23.7 96.7 94.7 26.3 98% 96.2 24.7 100.0 81 51 31

3/10/22

Levee Embankment, Sta: 461+98, 68' from CL, LS 25.6' 6" 118.9 21.5 97.9 99.3 19.8 95% 104.2 18.5 100.0 53.4 31 12

3/16/22

Levee Embankment, Sta: 462+00, 45' from CL, LS 28.7' 6" 117.0 24.3 94.1 94.1 24.4 96% 98.0 24.0 100.0 76.8 47 28

3/8/22

Levee Embankment, Sta: 462+00, 90' from CL, WS 24.0' 6" 119.5 23.4 96.8 98.7 21.1 98% 100.5 19.6 100.0 74.2 42 20

3/14/22

Levee Embankment, Sta: 462+10, 39' from CL, LS 27.6' 6" 116.0 18.7 97.7 96.2 20.5 96% 100.5 19.6 100.0 74.2 42 20

3/9/22

Levee Embankment, Sta: 462+15, 8' from CL, WS 24.6' 6" 121.3 22.3 99.2 100.6 20.6 98% 102.8 19.9 100.0 57.6 32 13

3/23/22

Levee Embankment, Sta: 462+39, 19' from CL, WS 35.7' 6" 121.5 25.5 96.8 97.3 24.9 98% 99.0 24.2 100.0 85.6 52 34

2/24/22

Levee Embankment, Sta: 462+40, 57' from CL, WS 21.4' 6" 122.4 23.2 99.4 101.0 21.2 98% 102.9 18.6 100.0 57.7 32 14

3/8/22

Levee Embankment, Sta: 462+40, 77' from CL, WS 23.' 6" 116.0 27.0 91.3 92.5 25.4 99% 93.6 24.1 100.0 85.3 57 35

3/16/22

Levee Embankment, Sta: 462+50, 36' from CL, WS 28.3' 6" 119.4 22.1 97.8 99.0 20.6 99% 100.5 19.6 100.0 74.2 42 20

3/23/22

Levee Embankment, Sta: 462+76, 11' from CL, WS 34.3' 6" 118.9 24.8 95.3 100.2 18.7 98% 102.5 19.7 100.0 61.8 37 19

2/22/22

Levee Embankment, Sta: 462+81, 5' from CL, WS 19.9' 6" 121.3 21.1 100.2 102.8 18.0 97% 106.3 18.5 100.0 66.7 35 17

2/18/22

Levee Embankment, Sta: 462+84, 81' from CL, LS 18.1' 6" 120.7 19.0 101.4 102.8 17.4 97% 106.4 17.4 100.0 59.5 33 13

2/23/22

Levee Embankment, Sta: 462+88, 5' from CL, WS 20.3' 6" 126.2 19.2 105.9 106.1 18.9 103% 102.9 18.6 100.0 57.7 32 14

3/17/22

Levee Embankment, Sta:

463+00, 49' from CL, LS 29.3' 6" 117.2 25.6 93.3 97.0 20.8 97% 100.5 19.6 100.0 74.2 42 20

3/22/22

Levee Embankment, Sta: 463+15, 25' from CL, WS 32.5' 6" 119.4 18.5 100.8 101.4 17.7 98% 103.9 20.4 100.0 53.3 32 15

3/11/22

Levee Embankment, Sta: 463+15, 41' from CL, WS 26.6' 6" 116.3 27.5 91.2 93.8 23.9 96% 98.0 23.7 100.0 77.9 48 28

3/8/22

Levee Embankment, Sta: 463+16, 23' from CL, WS 23.5' 6" 114.0 23.3 92.5 95.6 19.3 95% 100.5 19.6 100.0 74.2 42 20

3/22/22

Levee Embankment, Sta: 463+44, 29' from CL, WS 33.2' 6" 119.7 22.6 97.6 96.1 24.6 99% 97.2 24.2 100.0 73.1 44 23

3/18/22

Levee Embankment, Sta: 463+44, 37' from CL, LS 30.4' 6" 120.0 28.6 93.3 94.9 26.4 98% 97.2 24.2 100.0 73.1 44 23

2/24/22

Levee Embankment, Sta: 463+46, 29' from CL, WS 20.9' 6" 119.8 24.2 96.5 95.6 25.3 99% 96.2 24.7 100.0 81 51 31

2/21/22

Levee Embankment, Sta: 463+77, 10' from CL, WS 19.3' 6" 125.5 20.4 104.2 101.5 23.6 98% 103.1 20.7 100.0 85.3 43 24

SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

2/22/22

Levee Embankment, Sta: 463+94, 25' from CL, LS 19.8' 6" 117.8 20.0 98.2 97.5 20.8 98% 99.7 19.8 100.0 72.6 42 22

3/7/22

Levee Embankment, Sta: 464+00, CL 21.9' 6" 119.2 22.4 97.4 99.7 19.6 95% 104.8 19.6 100.0 56.4 32 15

3/21/22

Levee Embankment, Sta: 464+04, 27' from CL, WS 31.9' 6" 119.2 21.9 97.8 98.3 21.2 100% 98.6 21.9 100.0 64.9 39 20

3/24/22

Levee Embankment, Sta:

464+12, 5' from CL, WS 37.8' 6" 123.3 26.1 97.8 97.8 26.1 100% 97.9 22.8 100.0 65.7 39 21

3/10/22

Levee Embankment, Sta: 464+19, 4' from CL, LS 25.7' 6" 115.8 23.8 93.5 96.0 20.7 95% 100.5 19.6 100.0 74.2 42 20

3/17/22

Levee Embankment, Sta:

464+19, 43' from CL, LS 29.8' 6" 119.3 26.2 94.5 96.4 23.8 100% 96.4 24.4 100.0 75.9 48 28

3/21/22

Levee Embankment, Sta:

464+27, 22' from CL, WS 31.4' 6" 126.0 17.0 107.7 101.7 24.0 105% 97.2 24.2 100.0 73.1 44 23

3/8/22

Levee Embankment, Sta: 464+32, 10' from CL, WS 24.1' 6" 115.2 24.8 92.3 99% 93.6 24.1 100.0 85.3 57 35

3/24/22

Levee Embankment, Sta:

464+35, CL 36.8' 6" 124.5 21.8 102.2 104% 97.9 22.8 100.0 65.7 39 21

2/24/22

Levee Embankment, Sta:

464+39, 36' from CL, WS 21.4' 6" 115.8 18.7 97.6 95.7 21.0 96% 99.9 20.7 100.0 74.2 42 22

3/22/22

Levee Embankment, Sta:

464+41, 22' from CL, WS 33.8' 6" 115.2 27.3 90.5 91.4 26.0 98% 93.6 24.1 100.0 85.3 57 35

3/7/22

Levee Embankment, Sta:

464+60, 2' from CL, LS 22.5' 6" 117.1 26.6 92.5 94.4 24.1 96% 98.0 23.7 100.0 77.9 48 28

2/23/22

Levee Embankment, Sta:

464+76, 34' from CL, LS 20.4' 6" 117.2 17.7 99.6 99.2 18.1 96% 102.9 18.6 100.0 57.7 32 14

3/23/22

Levee Embankment, Sta: 464+82, 12' from CL, LS 36.3' 6" 120.0 28.3 93.5 97.9 22.6 95% 102.5 19.7 100 61.8 37 19

3/9/22

Levee Embankment, Sta: 464+85, 27' from CL, LS 24.5' 6" 122.8 24.9 98.3 99.8 23.1 97% 102.8 19.9 100.0 57.6 32 13

3/24/22

Levee Embankment, Sta: 464+90, 4' from CL, WS 37.3' 6" 121.4 31.4 92.4 93.9 29.2 105% 89.2 29.1 100.0 93.5 69 47

2/24/22

Levee Embankment, Sta: 464+94, 27' from CL, LS 20.9' 6" 117.8 15.6 101.9 100.6 17.1 95% 106.4 17.4 100.0 59.5 33 13

3/8/22

Levee Embankment, Sta: 465+08, 4' from CL, WS 23.0' 6" 124.1 24.3 99.8 101.2 22.6 97% 104.5 19.8 100.0 77.4 40 22

2/24/22

Levee Embankment, Sta: 465+11, 60' from CL, LS 21.6' 6" 120.3 18.6 101.4 97.0 24.0 101% 96.2 24.7 100.0 81 51 31

3/25/22

Levee Embankment, Sta: 465+18, 4' from CL, WS 38.7' 6" 124.0 23.8 100.2 99.7 24.4 101% 98.2 23.1 100.0 52 32 15

2/18/22

Levee Embankment, Sta: 465+36, 18' from CL, LS 19.2' 6" 122.8 16.4 105.5 102.6 19.7 99% 103.1 20.7 100.0 85.3 43 24

2/22/22

Levee Embankment, Sta: 465+39, 60' from CL, LS 19.9' 6" 120.1 19.7 100.3 101% 99.7 19.8 100.0 72.6 42 22

2/23/22

Levee Embankment, Sta: 465+57, 67' from CL, LS 20.3' 6" 115.2 22.4 94.1 96.7 19.1 97% 99.7 19.8 100.0 72.6 42 22

3/8/22

Levee Embankment, Sta: 465+62, 24' from CL, LS 23.6' 6" 121.2 24.0 97.7 97.2 24.7 104% 93.6 24.1 100.0 85.3 57 35

3/11/22

Levee Embankment, Sta: 465+78, 2' from CL, LS 26.0' 6" 121.5 23.2 98.6 98.6 23.2 97% 101.4 20.3 100.0 63 37 18

2/24/22

Levee Embankment, Sta: 465+80, 52' from CL, WS 21.4' 6" 115.0 23.1 93.4 95.2 20.8 95% 99.9 20.7 100.0 74.2 42 22

3/25/22 Levee Embankment, Sta: 466+02, CL

39.2' 6" 118.9 25.3 94.9 93.7 26.9 95% 98.2 23.1 100.0 52 32 15

3/10/22 Levee Embankment, Sta: 466+08, CL

25.1' 6" 118.5 24.7 95.0 99.5 19.1 95% 104.2 18.5 100.0 53.4 31 12

2/24/22

Levee Embankment, Sta: 466+35, 54' from CL, LS 20.8' 6" 119.0 20.2 99.0 97.7 21.8 95% 102.9 18.6 100.0 57.7 32 14

3/7/22

Levee Embankment, Sta: 466+42, 40' from CL, LS 22.4' 6" 121.6 24.1 98.0 100.0 21.6 95% 104.8 19.6 100.0 56.4 32 15

3/21/22

Levee Embankment, Sta: 466+77, 16' from CL, LS 31.8' 6" 114.9 29.7 88.6 95.2 20.7 95% 100.5 19.6 100.0 74.2 42 20

SG = Subgrade WS = Waterside LS = Landside

Lift / Elev.

Gauge Depth (in.)

Wet Density

(pcf)

Gauge Moisture

Dry Density

(pcf)

Corrected Dry

Density (pcf)

Oven Moisture Content

Relative Compaction

D698 Max.

Density (pcf)

Opt.

Moist.

Passing 2"

Passing #200"

Liquid Limit

Plasticity Index

-1 -1 95% 100 30 0 8 +4 +4 100 100 80 60

Material type: Structure / Area Tested:

Compacted Backfill Setback Levee- Station 450+00-480+00

Laboratory Data

2/18/22

Levee Embankment, Sta: 466+80, 75' from CL, WS 18.7' 6" 123.2 16.3 105.9 101.7 21.2 99% 103.1 20.7 100.0 85.3 43 24

3/21/22

Levee Embankment, Sta: 466+84, 15' from CL, LS 31.5' 6" 120.0 25.3 95.8 102.4 17.1 96% 106.4 17.4 100.0 59.5 33 13

2/23/22

Levee Embankment, Sta: 466+95, 87' from CL, LS 20.3' 6" 117.2 24.7 94.0 93.1 25.9 96% 96.5 24.3 100.0 90.6 61 43

3/16/22

Levee Embankment, Sta: 466+96, 48' from CL, LS 28.2' 6" 122.8 25.8 97.6 97.1 26.4 99% 98.0 24.0 100.0 76.8 47 28

3/7/22

Levee Embankment, Sta: 467+00, 48' from CL, LS 21.9' 6" 112.4 21.9 92.2 92.2 21.9 95% 97.5 22.8 100.0 84.8 52 31

3/17/22

Levee Embankment, Sta: 467+09, 43' from CL, WS 29.3' 6" 122.8 27.7 96.2 98.1 25.2 102% 96.4 24.4 100.0 75.9 48 28

3/22/22

Levee Embankment, Sta: 467+10, 7' from CL, LS 33.1' 6" 120.2 21.2 99.2 94.0 27.9 97% 97.2 24.2 100.0 73.1 44 23

3/8/22

Levee Embankment, Sta: 467+15, 30' from CL, LS 24.0' 6" 120.1 28.7 93.3 95.4 25.9 97% 98.0 23.7 100.0 77.9 48 28

2/24/22

Levee Embankment, Sta: 467+15, 36' from CL, WS 21.4' 6" 119.2 20.2 99.2 97.3 22.4 95% 102.9 18.6 100.0 57.7 32 14

2/23/22

Levee Embankment, Sta: 467+17, 103' from CL, LS 20.8' 6" 116.0 22.0 95.1 93.6 23.9 95% 98.1 23.2 100.0 84.6 51 28

3/14/22

Levee Embankment, Sta: 467+22, 49' from CL, WS 27.1' 6" 124.1 25.6 98.8 96.8 28.2 103% 94.4 25.1 100.0 83.7 54 34

3/21/22

Levee Embankment, Sta: 467+25, 20' from CL, LS 32.4' 6" 118.6 24.1 95.6 93.9 26.2 97% 97.2 24.2 100.0 73.1 44 23

3/14/22

Levee Embankment, Sta: 467+42, 21' from CL, WS 27.7' 6" 121.8 19.0 102.4 99.9 22.0 97% 103.3 19.9 100.0 58.1 35 16

3/18/22

Levee Embankment, Sta: 467+42, 28' from CL, WS 30.4' 6" 119.8 27.6 93.9 93.8 27.8 96% 97.2 24.2 100.0 73.1 44 23

3/23/22

Levee Embankment, Sta: 467+54, 6' from CL, LS 35.6' 6" 116.7 30.9 89.2 100% 89.2 29.1 100.0 93.5 69 47

3/22/22

Levee Embankment, Sta: 467+85, 9' from CL, LS 33.7' 6" 120.5 25.5 96.0 94.0 28.2 97% 97.2 24.2 100.0 73.1 44 23

3/11/22

Levee Embankment, Sta: 467+90, 48' from CL, WS 26.1' 6" 118.0 29.0 91.5 90.4 30.6 101% 89.8 29.9 100.0 94.7 70 48

2/22/22

Levee Embankment, Sta: 468+02, 109' from CL, LS 19.8' 6" 120.2 18.4 101.5 102.4 17.4 97% 105.5 18.2 100.0 64.7 40 25

3/10/22

Levee Embankment, Sta: 468+04, 47' from CL, WS 25.6' 6" 116.2 24.1 93.6 95.8 21.3 95% 100.5 19.6 100.0 74.2 42 20

3/17/22

Levee Embankment, Sta: 468+08, 38' from CL, WS 29.9' 6" 118.3 25.1 94.6 94.8 24.8 98% 96.4 24.4 100.0 75.9 48 28

2/23/22

Levee Embankment, Sta: 468+27, 124' from CL, LS 20.8' 6" 113.9 20.4 94.6 95.6 19.1 96% 99.7 19.8 100.0 72.6 42 22

3/16/22

Levee Embankment, Sta: 468+31, 51' from CL, WS 28.8' 6" 115.8 25.7 92.1 93.9 23.3 96% 98.0 24.0 100.0 76.8 47 28

3/11/22

Levee Embankment, Sta: 469+00, 53' from CL, LS 26.5' 6" 118.1 20.4 98.1 94.9 24.5 97% 98.0 23.7 100.0 77.9 48 28

3/18/22

Levee Embankment, Sta:

469+10, 19' from CL, WS 30.9' 6" 122.6 21.8 100.7 101.0 21.3 101% 100.5 19.6 100.0 74.2 42 20

3/10/22

Levee Embankment, Sta: 469+11, 41' from CL, WS 25.0' 6" 116.2 20.7 96.3 98.6 17.8 95% 104.2 18.5 100.0 53.4 31 12

89.2 16.0 93% 89.2 100 52 28 10

109.4 31.8 108% 111.1 100 97 78 55

97.3 23.1 98% 99.4 100 75 45 25

5% 9%

Minimum

Maximum

Average

Percent of tests that do not meet USACE Soil Type 1 specs for LL and PI

File details come from the government source that posted it. Updated .