FS ERFO 2017(1)-29(1)_XS_20210510.pdf
PDF 764 KB Posted
- Attached to
- ID FS ERFO 2017(1)-29(1), Stoddard Bridge Federal contract opportunity
- Solicitation number
- 69056719B000031
About this file
This document contains cross-section plans and specifications for the Stoddard Bridge project under federal solicitation number 69056719B000031. The project involves replacement of the Stoddard Bridge located on federal lands and is being conducted by the Federal Highway Administration Western Federal Lands Highway Division. The cross-section plans provide elevation details for portions of the bridge and approach roads at 30+10 to 30+85; 104+44 to 104+70; and 105+00 to 105+30, depicting existing and proposed grades. Specifications include slope ratios, retaining wall and soil nail wall placements, and abutment and cable anchor vault locations.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidSum_Stoddard_5.3.2022.pdf | ||
| QA_04-29-2022.pdf | ||
| QA_04-28-2022.pdf | ||
| QA2_04-27-2022.pdf | ||
| Amendment 3_Stoddard Bridge.pdf | ||
| QA_04-27-2022.pdf | ||
| QA2_04-25-2022.pdf | ||
| Amendment 2_Stoddard Bridge.pdf | ||
| QA_04-25-2022.pdf | ||
| QA_04-19-2022.pdf | ||
| QA_04-18-2022.pdf | ||
| QA2_04-12-2022.pdf | ||
| Amendment 1_Stoddard Bridge.pdf | ||
| GR 06-21 ID FS ERFO 2017(1)-29(1) Final.pdf | ||
| Stoddard_VA_Report_20210510.pdf | ||
| Stoddard_Bridge_ControlSheet.xlsx | XLSX spreadsheet | |
| ID USFS Stoddard Pack Suspension - 2010.pdf | ||
| EW_Calc_Report_20210510.pdf | ||
| Stoddard_HA_Report_20210510.pdf | ||
| Stoddard Full Set - Plans - Signed.pdf | ||
| IFB_Stoddard Bridge.pdf | ||
| Stoddard_Bridge_TSL_Hydraulics_Report.pdf |
Show all 22
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Text version
Cross-Sections 30+10 to 30+85;
104+44 to 104+70;
105+00 to 105+30
Report for Stoddard Bridge for
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PROJECT
ID ERFO 2017(1)-29(1)
Stoddard Bridge
X-SECTIONS
STATE PROJECT
NUMBER
SHEET
ID FS ERFO 2017(1)-29(1) XS1
4:47 PM 8 May 2021
30+10
-3.8% 1:3
1:
LC
30+15
30+20
-2.3%
1:3
1:3
LC
LC
30+25
-1.6% 1:3
LC
30+30
30+35
-0.8%
-0.1%
1:3
1:3
LC
LC
.2
(3 ,0
.0
-1 .0
(3 ,0
.9
-2 .4
(3 ,0
.4
.7
(3 ,0
.5
-4 .2
(3 ,0
.6
.2
(3 ,0
.2
.3
(3 ,0
.3
-5 .7
(3 ,0
.3
-4 .0
(3 ,0
.0
.5
(3 ,0
.4
-6 .1
(3 ,0
.5
-5 .3
(3 ,0
.8
.5
(3 ,0
.8
-7 .1
(3 ,0
.8
-6 .4
(3 ,0
.0
.5
(3 ,0
.0
-9 .6
(3 ,0
.7
-5 .0
(3 ,0
.3
.5
(3 ,0
.6
Original Grnd = 3,048.31 Subgrade = 3,047.18
Design Grade = 3,047.43
Original Grnd = 3,046.87 Subgrade = 3,044.83
Design Grade = 3,045.08
Original Grnd = 3,048.51 Subgrade = 3,047.96
Design Grade = 3,048.21
Original Grnd = 3,047.17 Subgrade = 3,045.61
Design Grade = 3,045.86
Original Grnd = 3,048.89 Subgrade = 3,048.75
Design Grade = 3,049.00
Original Grnd = 3,047.49 Subgrade = 3,046.40
Design Grade = 3,046.65
0 20-20
0 20-20
1:
0 20-20
0 20-20
0 20-20
0 20-20
1:
1:
1:
1:
1:
-2 .1
(3 ,0
.1
-2 .9
(3 ,0
.8
-3.1%
-3 .2
(3 ,0
.3
-4 .2
(3 ,0
.5
(3 ,0
.8
.8
(3 ,0
.3
.6
(See Bridge Plans) Soil Nail Wall (Typ)
[TRAIL]R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\Cross Sections.dgn
SOUTH TRAIL
FHWA, Office of Federal Lands Highway
SHEET
ID FS ERFO 2017(1)-29(1) XS2
10:55 AM 8 May 2021
0 20-20
30+40
0 20-20
30+45
0 20-20
30+50
0 20-20
30+55
-0.0%
-0.0%
-0.0%
-0.0%
Original Grnd = 3,046.68 Subgrade = 3,044.75
Design Grade = 3,045.00
Original Grnd = 3,046.73 Subgrade = 3,044.75
Design Grade = 3,045.00
Original Grnd = 3,046.62 Subgrade = 3,044.75
Design Grade = 3,045.00
Original Grnd = 3,046.32 Subgrade = 3,044.75
Design Grade = 3,045.00
0 20-20
30+60
0 20-20
30+65
-0.0%
-0.0%
Original Grnd = 3,045.81 Subgrade = 3,044.75
Design Grade = 3,045.00
Original Grnd = 3,045.11 Subgrade = 3,044.75
Design Grade = 3,045.00
LC LC
LC LC
LCLC
(See Bridge Plans) Soil Nail Wall (Typ)
(See Bridge Plans) Cable Anchor Vault (Typ) Abutment 1/
[TRAIL]R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\Cross Sections.dgn
SHEET
ID FS ERFO 2017(1)-29(1) XS3
10:55 AM 8 May 2021
0 20-20
30+70
0 20-20
30+75
30+80
30+85
-0.0%
-0.0%
-1.0%
-2.0% 1:3
1:3
Original Grnd = 3,045.03 Subgrade = 3,044.75
Design Grade = 3,045.00
Original Grnd = 3,045.30 Subgrade = 3,044.75
Design Grade = 3,045.00
30+90
-3.1% 1:3
LC
LC
LC
LC
LC
-4 .4
(3 ,0
.2
-3 .0
(3 ,0
.7
.7
(3 ,0
.7
-3 .5
(3 ,0
.7
.7
(3 ,0
.5
-4 .3
(3 ,0
.1
-1 .5
(3 ,0
.1
.7
(3 ,0
.3
0 20-20
Original Grnd = 3,043.93 Subgrade = 3,044.68
Design Grade = 3,043.93
Original Grnd = 3,046.24 Subgrade = 3,044.48
Design Grade = 3,044.73
Original Grnd = 3,044.39 Subgrade = 3,043.91
Design Grade = 3,044.16
Original Grnd = 3,043.70 Subgrade = 3,044.20
Design Grade = 3,044.45
LC
1:3 -4.0%
1:
-6 .2
(3 ,0
.9
-0 .8
(3 ,0
.7
.7
(3 ,0
.7
.9
(3 ,0
.9
0 20-20
30+94
0 20-20
1:
-3 .1
(3 ,0
.1
-2 .3
(3 ,0
.4
0 20-20
[TRAIL]R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\Cross Sections.dgn
SHEET
ID FS ERFO 2017(1)-29(1) XS4
4:35 PM 9 May 2021
STODDARD
FHWA, Office of Federal Lands Highway
0 15-10
0 15-10
0 15-10
Original Grnd = 3,031.93 Subgrade = 3,036.51
Design Grade = 3,036.76
104+44
104+50
104+60
0 15-10
0 15-10
0 15-10
.0
(3 ,0
.7
104+90
104+80
104+70
Original Grnd = 3,035.79 Subgrade = 3,036.67
Design Grade = 3,036.92
LC
-0.0%
1:2 1:2
-3 .0
(3 ,0
.7
.6
(3 ,0
.9
-9 .2
(3 ,0
.6
1:2
-0.0%
LC
1:2
-7 .2
(3 ,0
.6
-3 .0
(3 ,0
.8
.0
(3 ,0
.8
.8
(3 ,0
.8
Original Grnd = 3,032.41 Subgrade = 3,036.57
Design Grade = 3,036.82
-0.0%
LC
1:2 1:2
-3 .0
(3 ,0
.9
-4 .0
(3 ,0
.3
.0
(3 ,0
.9
.1
(3 ,0
.8
LC
-0.0%
-3 .0
(3 ,0
.8
.0
(3 ,0
.8
Original Grnd = 3,037.07 Subgrade = 3,037.64
Design Grade = 3,037.89
-0.0% -3 .0
(3 ,0
.7
.0
(3 ,0
.7
LC
-4 .0
(3 ,0
.2
Original Grnd = 3,038.71 Subgrade = 3,039.53
Design Grade = 3,039.78
Original Grnd = 3,040.54 Subgrade = 3,041.42
Design Grade = 3,041.67
LC
-0.0%
-4 .1
(3 ,0
.1
-3 .0
(3 ,0
.6
.0
(3 ,0
.6
.5
(3 ,0
.9
[TRAIL]R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\Cross Sections.dgn
STODDARD
SHEET
ID FS ERFO 2017(1)-29(1) XS5
4:35 PM 9 May 2021
0 15-10
0 15-10
0 15-10
0 15-10
0 15-10
0-10
105+00
105+30
105+40
105+10
105+50
105+20
Original Grnd = 3,045.03 Subgrade = 3,045.22
Design Grade = 3,045.47
Original Grnd = 3,044.57 Subgrade = 3,044.57
Design Grade = 3,044.82
Original Grnd = 3,042.59 Subgrade = 3,043.31
Design Grade = 3,043.56 Original Grnd = 3,045.61 Subgrade = 3,045.86
Design Grade = 3,046.11
Original Grnd = 3,046.37 Subgrade = 3,046.50
Design Grade = 3,046.75
Original Grnd = 3,047.39 Subgrade = 3,047.14
Design Grade = 3,047.39
[TRAIL]R:\Projects2\80498_WFLHD_IDIQ\20F000060_StoddardBridgeFinalDesign\CADD\Civil\Cross Sections.dgn
LC
-0.0%
-3 .0
(3 ,0
.5
.0
(3 ,0
.5
-4 .3
(3 ,0
.9
.4
(3 ,0
.3
-3 .9
(3 ,0
.2
-3 .0
(3 ,0
.8
.0
(3 ,0
.8
.5
(3 ,0
.6
-0.0%
LC
-3 .0
(3 ,0
.4
.0
(3 ,0
.4
-3 .4
(3 ,0
.2
-0.0%
LC
.2
(3 ,0
.5
LC
-0.0%
-3 .0
(3 ,0
.1
-3 .4
(3 ,0
.3
.0
(3 ,0
.1
.2
(3 ,0
.9
LC
-0.0%
-3 .0
(3 ,0
.7
-3 .3
(3 ,0
.9
.0
(3 ,0
.7
.8
(3 ,0
.3
LC
-0.0%
-3 .0
(3 ,0
.3
.0
(3 ,0
.3
.3
(3 ,0
.5
| XS1 |
| XS2 |
| XS3 |
| XS4 |
| XS5 |
File details come from the government source that posted it. Updated .