XC 07894.pdf

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OR DOT 18(1), OR58: Coast Fork Willamette River to Lower Salt Cr Bridges
Solicitation number
69056723B000010
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This document includes cross-section profiles and physical data for the OR DOT 18(1), OR58: Coast Fork Willamette River to Lower Salt Cr Bridges federal highway project. The project involves replacing eight bridges along 5 miles of highway between Springfield and Lane County, Oregon. Cross-section profiles from 1996 to 2019 provide elevation details for each bridge location, including stationing, edge of water, bent locations, and other structural references. The related federal contract opportunity posts an invitation to bid on construction of the 35.88-mile base schedule and 0.11-mile option Z portion of the project. The estimated price range for the firm fixed price contract is between $15-20 million. The solicitation is offered through full and open competition on an unrestricted basis.

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PHYSICAL DATA

for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

OR DOT 18(1)

OR58: Coast Fork Willamette River to Lower Salt Cr Bridges

Cross-Section Upstream of Bridge 07894

C-BrEase Bridge, Cross-Sections & Hydraulics Report

Project Information Bridge ID 07894

Bridge Name WILLAMETE RIVER Bridge Location WILLAMETE HWY.-LANE CO.

Side of Bridge Upstream Unit System English Original User John Adkins Current User john adkins

Vertical Alignment Type Constant Grade

Station, ft 107585 Elevation, ft 1089.19

Grade 0.002

Constant Cross Slope Distance to Edge, ft 0

Cross Slope 0

Constant Structural Depth Structural Depth, ft 4.75

Substructure (Units are in Feet) Item No. Station Skew Type Col.

Top Width

Col.

Bot.

Width

Foot.

Width

Foot.

Height

BOF BOT Pile Width

PTE No.

Piles

Pile Space

VSD

Left

VSD

Right

Bent 1 1075+85.00 0 SF 1.5 1.5 6 2 1054 None None Bent 2 1076+49.00 0 SF 1.5 1.5 10 2 1054 None None Bent 3 1077+14.25 0 SF 4 6 10 8 1052 None None Bent 4 1078+15.00 0 SF 4 6 10 8 1050 None None Bent 5 1079+75.00 0 SF 4 6 10 8 1049.5 None None Bent 6 1080+75.75 0 SF 4 6 10 8 1048 None None Bent 7 1081+17.00 0 SF 1.5 1.5 8 2 1057 None None Bent 8 1081+58.00 0 SF 1.5 1.5 4 2 1060 None None

5/22/1996 (Units are in Feet) Section Type Channel X-Section Comments DOWN STRM.TOP OF RAIL.

Collector

Vertical Offset 3 Vertical Adjustment 0

Reference Face False Pt. No. From Horiz. Dist. Vert. Dist. Vert. Adjust. Description Station Elevation

1 1 1 12 No 1075+86.00 1080.19 2 1 40.5 21.2 No 1076+25.50 1071.07 3 1 60.5 21.7 No BT.2 1076+45.50 1070.61 4 1 100 24.4 No EDGE OF STRM. 1076+85.00 1067.99 5 1 130 23.9 No BT.3 1077+15.00 1068.55 6 1 230 31.6 No BTM.STRM. 1078+15.00 1061.05 7 1 247 25 No EDGE STRM.BT.4 1078+32.00 1067.68 8 1 320 21.2 No 1079+05.00 1071.63 9 1 390.5 23.4 No BT.5 1079+75.50 1069.57

10 1 437 25.3 No EDGE OF STRM. 1080+22.00 1067.76 11 1 458 26.3 No BTM.SMALL STRM. 1080+43.00 1066.81 12 1 458 25.3 No 1080+43.00 1067.81 13 1 475 25.3 No EDGE SMALL STRM 1080+60.00 1067.84 14 1 492.5 23.9 No BT.6 1080+77.50 1069.28 15 1 533 19.7 No 1081+18.00 1073.56 16 1 562 10.6 No 1081+47.00 1082.71

12/23/1998 (Units are in Feet) Section Type Channel X-Section Comments DOWN STRM.TOP OF CURB Collector

Vertical Offset 0.75 Vertical Adjustment 0

Reference Face False Pt. No. From Horiz. Dist. Vert. Dist. Vert. Adjust. Description Station Elevation

1 1 115.6 27.4 No EDGE STRM. 1077+00.60 1062.77 2 1 130.5 30.1 No BT.3 1077+15.50 1060.10 3 1 179 35.9 No STRM. CHANNEL 1077+64.00 1054.40 4 1 231.6 28.1 No BT.4 1078+16.60 1062.30

4/27/2004 (Units are in Feet) Section Type Channel X-Section Comments DOWN STRM.TOP OF RAIL.

Collector

Vertical Offset 0.75 Vertical Adjustment 0

Reference Face False Pt. No. From Horiz. Dist. Vert. Dist. Vert. Adjust. Description Station Elevation

1 3 0.5 27 No Edge of Water 1077+14.75 1063.20 2 3 3 28.5 No 1077+17.25 1061.70 3 3 16 30 No 1077+30.25 1060.23 4 3 40 40 No 1077+54.25 1050.28 5 3 60 36.5 No 1077+74.25 1053.82 6 3 70 30.5 No 1077+84.25 1059.84 7 3 92 28 No Edge of Water 1078+06.25 1062.38 8 3 102 25.6 No 1078+16.25 1064.80

11/23/2005 (Units are in Feet) Section Type Channel X-Section Comments UPSTREAM WITH DIVERS Collector

Vertical Offset 0.75 Vertical Adjustment 0

1 1 123 25 No 1077+08.00 1065.19 2 1 127.5 27 No Edge of Water 1077+12.50 1063.20 3 1 130 27.5 No B3 1077+15.00 1062.70 4 1 133 29 No 1077+18.00 1061.21 5 1 138 31 No 1077+23.00 1059.22 6 1 143 32 No 1077+28.00 1058.23 7 1 148 34 No 1077+33.00 1056.24 8 1 163 44 No Thalweg 1077+48.00 1046.27 9 1 183 36 No 1077+68.00 1054.31

10 1 193 34 No 1077+78.00 1056.33 11 1 203 29.5 No 1077+88.00 1060.85 12 1 213 28 No 1077+98.00 1062.37 13 1 223 27.5 No Edge of Water 1078+08.00 1062.89 14 1 233 25 No B 4 1078+18.00 1065.41

4/24/2012 (Units are in Feet) Section Type Channel X-Section Comments Upstream Top of curb Collector

Vertical Offset 0.75 Vertical Adjustment 0

Reference Face False Pt. No. From Horiz. Dist. Vert. Dist. Vert. Adjust. Description Station Elevation

1 1 0 4 No Bent 1 1075+85.00 1085.94 2 1 30 15 No 1076+15.00 1075.00 3 1 48 19 No 1076+33.00 1071.04 4 1 92 22 No 1076+77.00 1068.12 5 1 127 24.5 No 1077+12.00 1065.69 6 1 133 25 No 1077+18.00 1065.21 7 1 140 27 No Edge of Water 1077+25.00 1063.22

8 1 150 29 No Bent 3 1077+35.00 1061.24 9 1 156 29 No 1077+41.00 1061.25

10 1 161 30 No 1077+46.00 1060.26 11 1 165 32 No 1077+50.00 1058.27 12 1 170 35 No 1077+55.00 1055.28 13 1 180 35 No 1077+65.00 1055.30 14 1 194 35 No 1077+79.00 1055.33 15 1 205 32.5 No 1077+90.00 1057.85 16 1 215 31 No 1078+00.00 1059.37 17 1 233 29.5 No 1078+18.00 1060.91 18 1 238 28 No 1078+23.00 1062.42 19 1 245 27 No Edge of Water 1078+30.00 1063.43 20 1 257 25 No Edge of vegetation 1078+42.00 1065.45 21 1 307 24 No 1078+92.00 1066.55 22 1 402 24 No 1079+87.00 1066.74 23 1 440 29 No 1080+25.00 1061.82 24 1 465 24.5 No Edge of Water 1080+50.00 1066.37 25 1 486 26 No 1080+71.00 1064.91 26 1 500 24.5 No Edge of Water 1080+85.00 1066.44 27 1 547 22 No 1081+32.00 1069.03 28 1 569 17 No 1081+54.00 1074.08 29 1 594 3 No 1081+79.00 1088.13

5/23/2016 (Units are in Feet) Section Type Channel X-Section Comments To top of curb Collector

Vertical Offset 0.75 Vertical Adjustment 0

1 1 0 3 No Bt 1 1075+85.00 1086.94 2 1 41.5 18 No 1076+26.50 1072.02 3 1 126.5 24 No Top of bank 1077+11.50 1066.19 4 1 127 26 No Edge of Water 1077+12.00 1064.19 5 1 148 28 No Bt 3 1077+33.00 1062.24 6 1 163 31 No 1077+48.00 1059.27 7 1 176 35 No 1077+61.00 1055.29 8 1 191 35.5 No 1077+76.00 1054.82 9 1 231 30 No 1078+16.00 1060.40

10 1 251 27 No Bt 4 EW 1078+36.00 1063.44 11 1 256 25 No 1078+41.00 1065.45

4/18/2018 (Units are in Feet) Section Type Channel X-Section Comments Collector

Vertical Offset 0.75 Vertical Adjustment 0

Reference Face False Pt. No. From Horiz. Dist. Vert. Dist. Vert. Adjust. Description Station Elevation

1 1 110 23.5 No 1076+95.00 1066.66 2 1 115 24 No 1077+00.00 1066.17 3 1 116 25 No 1077+01.00 1065.17 4 1 120 27 No Edge of Water 1077+05.00 1063.18 5 1 125 28 No 1077+10.00 1062.19 6 1 130 29 No 1077+15.00 1061.20 7 1 140 28.5 No 1077+25.00 1061.72 8 1 148 28.5 No Bent 3 1077+33.00 1061.74 9 1 153 29 No 1077+38.00 1061.25

10 1 158 31 No 1077+43.00 1059.26 11 1 163 32 No 1077+48.00 1058.27

12 1 168 33 No 1077+53.00 1057.28 13 1 173 36 No 1077+58.00 1054.29 14 1 178 36 No 1077+63.00 1054.30 15 1 183 36 No 1077+68.00 1054.31

8/15/2019 (Units are in Feet) Section Type Channel X-Section Comments Top of Concrete Curb Collector

Vertical Offset 0.75 Vertical Adjustment 0

Reference Face False Pt. No. From Horiz. Dist. Vert. Dist. Vert. Adjust. Description Station Elevation

1 1 122 23.9 No 1077+07.00 1066.28 2 1 123 24.3 No 1077+08.00 1065.89 3 1 126 27.2 No 1077+11.00 1062.99 4 1 131 27.8 No Edge of Water 1077+16.00 1062.40 5 1 135.7 28.8 No 1077+20.70 1061.41 6 1 142.5 30 No 1077+27.50 1060.23 7 1 153 31 No 1077+38.00 1059.25 8 1 196 38.3 No 1077+81.00 1052.03 9 1 206 35.3 No 1077+91.00 1055.05

10 1 215 31.3 No 1078+00.00 1059.07 11 1 222 28.3 No Edge of Water 1078+07.00 1062.08 12 1 240 27.5 No 1078+25.00 1062.92 13 1 250 25 No 1078+35.00 1065.44 14 1 260 24 No 1078+45.00 1066.46 15 1 271 24.6 No 1078+56.00 1065.88

XC07894_.xls Printed By john adkins on 10/17/2016

1075+20 1076+20 1077+20 1078+20 1079+20 1080+20 1081+20 1082+20

El ev at io n (ft

Station (ft.)

WILLAMETE RIVER - Upstream

"5/22/96" "12/23/98" "4/27/2004" "11/23/2005" "04/24/2012" "05/23/2016"

Bridge ID: 07894 WILLAMETE HWY.-LANE CO.

Be nt

Be

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