NY FLAP DOT 63(1)_Borings.pdf
PDF 1 MB Posted
- Attached to
- Roadway Improvements to NYS Route 63
- Solicitation number
- 693C73-23-B-000012
About this file
This document contains test results from soil borings and moisture content analyses for a project on New York State Route 63. The borings were taken from two separate sites along Route 63, denoted DNK2 and FHK3, between depths of 5 to 56.25 feet. The test results include sample numbers, depths, tare weights, wet and dry sample weights, water weights, and calculated moisture contents.
Also included is information for a related federal contract opportunity through the Federal Highway Administration Department of Transportation. Solicitation number 693C73-23-B-000012 seeks proposals for roadway improvements to NYS Route 63. No further details are provided on response dates, award dates, pricing terms, or set-asides.
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Text version
GSM ‐ 409
TEST BY Scott Martin
DATE REG PIN PROJECT
From To
DNK‐2 1A 6.00 6.50 2 65.1 264.0 225.7 38.3 160.6 23.8%
DNK‐2 1B 5.00 6.00 48 47.6 157.5 107.8 49.7 60.2 82.6%
DNK‐2 2 10.00 11.50 26 40.4 184.8 161.8 23.0 121.4 18.9%
DNK‐2 3 15.00 16.50 24 41.3 206.2 176.9 29.3 135.6 21.6%
DNK‐2 4 20.00 21.50 30 41.6 209.9 174.5 35.4 132.9 26.6%
DNK‐2 5 25.00 25.51 18 41.5 237.9 222.6 15.3 181.1 8.4%
DNK‐2 6 30.00 30.85 6 46.1 165.8 157.8 8.0 111.7 7.2%
DNK‐2 7
DNK‐2 8 40.00 41.50 14 42.5 240.5 217.6 22.9 175.1 13.1%
Visuals and Moistures Form
Moisture Content
Description
Hole No.
7/26/2019 4063.53 Rt 63 FLAP
Tare No.
Tare Wt. (g)
Wet Sample & Tare (g)
Dry Sample & Tare (g)
Water Wt. (g)
Dry Sample Wt. (g)
Depth (ft)Sample No.
Region 4 ‐ Geotech 1530 Jefferson Road, Rochester, NY 14623
TEST BY Scott Martin
DATE REG PIN PROJECT
From To
DNK‐2 9 45.00 46.50 25 43.0 261.3 248.1 13.2 205.1 6.4%
DNK‐2 10 50.00 51.50 47 42.8 241.9 228.0 13.9 185.2 7.5%
DNK‐2 11 55.00 55.50 3 43.6 99.3 96.3 3.0 52.7 5.7%
Visuals and Moistures Form
Moisture Content
Description
Hole No.
7/26/2019 4063.53 Rt 63 FLAP
Tare No.
Tare Wt. (g)
Wet Sample & Tare (g)
Dry Sample & Tare (g)
Water Wt. (g)
Dry Sample Wt. (g)
Depth (ft)Sample No.
TEST BY Victor Tompkins/ Teverett Covedill
DATE REG PIN PROJECT
From To
FHK‐3 1 5.00 6.50 47 42.8 92.2 76.5 15.7 33.7 46.6%
FHK‐3 2 10.00 11.50 3 43.7 127.4 113.0 14.4 69.3 20.8%
FHK‐3 3 15.00 16.50 46 42.1 141.0 117.9 23.1 75.8 30.5%
FHK‐3 4 20.00 21.50 17 42.1 109.3 95.2 14.1 53.1 26.6%
FHK‐3 5 25.00 25.70 12 40.7 105.0 100.5 4.5 59.8 7.5%
FHK‐3 6 30.00 30.90 34 43.0 116.0 111.0 5.0 68.0 7.4%
FHK‐3 7 35.00 36.50 5 45.3 121.9 114.8 7.1 69.5 10.2%
FHK‐3 8 40.00 41.50 2 65.0 177.1 170.6 6.5 105.6 6.2%
FHK‐3 9 45.00 46.50 32 42.4 152.5 144.6 7.9 102.2 7.7%
Visuals and Moistures Form
Moisture Content
Description
Hole No.
8/2/2019 4063.53 Route 63 Through Iroquios Reservation
Tare No.
Tare Wt. (g)
Wet Sample & Tare (g)
Dry Sample & Tare (g)
Water Wt. (g)
Dry Sample Wt. (g)
Depth (ft)Sample No.
TEST BY Victor Tompkins/ Teverett Covedill
DATE REG PIN PROJECT
From To
FHK‐3 10 50.00 51.50 45 43.9 153.9 145.4 8.5 101.5 8.4%
FHK‐3 11 55.00 56.25 13 41.7 107.7 104.7 3.0 63.0 4.8%
Visuals and Moistures Form
Moisture Content
Description
Hole No.
8/2/2019 4063.53 Route 63 thru Iroquois Reservation mm3152 South Bound
Tare No.
Tare Wt. (g)
Wet Sample & Tare (g)
Dry Sample & Tare (g)
Water Wt. (g)
Dry Sample Wt. (g)
Depth (ft)Sample No.
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