ak-f-cnf-101502_Super_Rpt.xlsx
XLSX spreadsheet 23 KB Posted
- Attached to
- AK FS CNF 1015(2), Russian River Campground Access Phase 2 Federal contract opportunity
- Solicitation number
- 69056722B000007
About this file
This document contains a superelevation data report for an 8.5 mile road construction project and the associated federal contract solicitation. The superelevation data report provides cross slope and transition point details for 8 sections of the proposed roadway design to ensure proper drainage. The federal contract solicitation is for the Russian River Campground Access Phase 2 project and seeks construction services to improve approximately 8.5 miles of roadway and install campground access features. The solicitation was issued by the US Department of Transportation Federal Highway Administration with a response due date of July 11, 2022. The award is set for September 2022. Pricing is to be provided using the contract line item number structure in the solicitation documents. There is no set-aside designated.
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Text version
RPTqk2c4eiz Superelevation Data Report
| Report Created: Monday, April 11, 2022 | |
| Time: 3:47:07 PM | |
| File Name: | |
| Input Grid Factor: | Note: All units in this report are in feet unless specified otherwise. |
| Section Name: | Section-1 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 600+60.000 | -0.011 | Start Point | |
| 600+72.500 | -0.02 | Normal Crown | Linear |
| 601+00.000 | -0.04 | Full Super | Linear |
| 601+50.000 | -0.04 | Full Super | Linear |
| 602+55.000 | -0.026 | Full Super | Linear |
| 603+10.000 | -0.026 | Full Super | Linear |
| 603+18.077 | -0.02 | Normal Crown | Linear |
| 603+89.302 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 600+60.000 | 0.011 | Start Point | |
| 600+72.500 | 0.02 | Reverse Crown | Linear |
| 601+00.000 | 0.04 | Full Super | Linear |
| 601+50.000 | 0.04 | Full Super | Linear |
| 602+55.000 | 0.026 | Full Super | Linear |
| 603+10.000 | 0.026 | Full Super | Linear |
| 603+18.077 | 0.02 | Reverse Crown | Linear |
| 603+45.000 | 0 | Level Crown | Linear |
| 603+71.923 | -0.02 | Normal Crown | Linear |
| 603+89.302 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-2 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 603+89.302 | -0.02 | Normal Crown | |
| 603+96.875 | -0.02 | Normal Crown | Linear |
| 604+25.000 | 0 | Level Crown | Linear |
| 604+53.125 | 0.02 | Reverse Crown | Linear |
| 604+70.000 | 0.032 | Full Super | Linear |
| 606+05.000 | 0.032 | Full Super | Linear |
| 606+21.875 | 0.02 | Reverse Crown | Linear |
| 606+50.000 | 0 | Level Crown | Linear |
| 606+78.125 | -0.02 | Normal Crown | Linear |
| 607+36.811 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 603+89.302 | -0.02 | Normal Crown | |
| 604+53.125 | -0.02 | Normal Crown | Linear |
| 604+70.000 | -0.032 | Full Super | Linear |
| 606+05.000 | -0.032 | Full Super | Linear |
| 606+21.875 | -0.02 | Normal Crown | Linear |
| 607+36.811 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-3 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 607+36.811 | -0.02 | Normal Crown | |
| 607+98.529 | -0.02 | Normal Crown | Linear |
| 608+25.000 | 0 | Level Crown | Linear |
| 608+51.471 | 0.02 | Reverse Crown | Linear |
| 608+70.000 | 0.034 | Full Super | Linear |
| 609+70.000 | 0.034 | Full Super | Linear |
| 609+94.062 | 0.02 | Reverse Crown | Linear |
| 610+28.436 | 0 | Level Crown | Linear |
| 610+62.810 | -0.02 | Normal Crown | Linear |
| 610+62.813 | -0.02 | Normal Crown | Linear |
| 610+80.000 | -0.03 | Full Super | Linear |
| 611+90.000 | -0.03 | Full Super | Linear |
| 612+01.666 | -0.02 | Normal Crown | Linear |
| 612+01.669 | -0.02 | Normal Crown | Linear |
| 612+25.001 | 0 | Level Crown | Linear |
| 612+48.334 | 0.02 | Reverse Crown | Linear |
| 612+60.000 | 0.03 | Full Super | Linear |
| 615+75.000 | 0.03 | Full Super | Linear |
| 615+94.444 | 0.02 | Reverse Crown | Linear |
| 616+33.332 | 0 | Level Crown | Linear |
| 616+72.220 | -0.02 | Normal Crown | Linear |
| 616+72.222 | -0.02 | Normal Crown | Linear |
| 616+80.000 | -0.024 | Full Super | Linear |
| 620+45.000 | -0.024 | Full Super | Linear |
| 620+50.000 | -0.02 | Normal Crown | Linear |
| 621+82.355 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 607+36.811 | -0.02 | Normal Crown | |
| 608+51.471 | -0.02 | Normal Crown | Linear |
| 608+70.000 | -0.034 | Full Super | Linear |
| 609+70.000 | -0.034 | Full Super | Linear |
| 609+94.062 | -0.02 | Normal Crown | Linear |
| 609+94.065 | -0.02 | Normal Crown | Linear |
| 610+28.439 | 0 | Level Crown | Linear |
| 610+62.813 | 0.02 | Reverse Crown | Linear |
| 610+80.000 | 0.03 | Full Super | Linear |
| 611+90.000 | 0.03 | Full Super | Linear |
| 612+01.666 | 0.02 | Reverse Crown | Linear |
| 612+24.999 | 0 | Level Crown | Linear |
| 612+48.331 | -0.02 | Normal Crown | Linear |
| 612+48.334 | -0.02 | Normal Crown | Linear |
| 612+60.000 | -0.03 | Full Super | Linear |
| 615+75.000 | -0.03 | Full Super | Linear |
| 615+94.444 | -0.02 | Normal Crown | Linear |
| 615+94.446 | -0.02 | Normal Crown | Linear |
| 616+33.334 | 0 | Level Crown | Linear |
| 616+72.222 | 0.02 | Reverse Crown | Linear |
| 616+80.000 | 0.024 | Full Super | Linear |
| 620+45.000 | 0.024 | Full Super | Linear |
| 620+50.000 | 0.02 | Reverse Crown | Linear |
| 620+75.000 | 0 | Level Crown | Linear |
| 621+00.000 | -0.02 | Normal Crown | Linear |
| 621+82.355 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-4 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 621+82.355 | -0.02 | Normal Crown | |
| 622+65.000 | -0.02 | Normal Crown | Linear |
| 622+90.000 | 0 | Level Crown | Linear |
| 623+15.000 | 0.02 | Reverse Crown | Linear |
| 623+20.000 | 0.024 | Full Super | Linear |
| 623+95.000 | 0.024 | Full Super | Linear |
| 624+00.000 | 0.02 | Reverse Crown | Linear |
| 624+25.000 | 0 | Level Crown | Linear |
| 624+50.000 | -0.02 | Normal Crown | Linear |
| 624+58.500 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 621+82.355 | -0.02 | Normal Crown | |
| 623+15.000 | -0.02 | Normal Crown | Linear |
| 623+20.000 | -0.024 | Full Super | Linear |
| 623+95.000 | -0.024 | Full Super | Linear |
| 624+00.000 | -0.02 | Normal Crown | Linear |
| 624+58.500 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-5 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 624+58.500 | -0.02 | Normal Crown | |
| 625+16.923 | -0.02 | Normal Crown | Linear |
| 625+25.000 | -0.026 | Full Super | Linear |
| 626+90.000 | -0.026 | Full Super | Linear |
| 626+99.807 | -0.02 | Normal Crown | Linear |
| 626+99.810 | -0.02 | Normal Crown | Linear |
| 627+32.501 | 0 | Level Crown | Linear |
| 627+65.193 | 0.02 | Reverse Crown | Linear |
| 627+75.000 | 0.026 | Full Super | Linear |
| 628+90.000 | 0.026 | Full Super | Linear |
| 628+98.077 | 0.02 | Reverse Crown | Linear |
| 629+25.000 | 0 | Level Crown | Linear |
| 629+51.923 | -0.02 | Normal Crown | Linear |
| 630+26.478 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 624+58.500 | -0.02 | Normal Crown | |
| 624+63.077 | -0.02 | Normal Crown | Linear |
| 624+90.000 | 0 | Level Crown | Linear |
| 625+16.923 | 0.02 | Reverse Crown | Linear |
| 625+25.000 | 0.026 | Full Super | Linear |
| 626+90.000 | 0.026 | Full Super | Linear |
| 626+99.807 | 0.02 | Reverse Crown | Linear |
| 627+32.499 | 0 | Level Crown | Linear |
| 627+65.190 | -0.02 | Normal Crown | Linear |
| 627+65.193 | -0.02 | Normal Crown | Linear |
| 627+75.000 | -0.026 | Full Super | Linear |
| 628+90.000 | -0.026 | Full Super | Linear |
| 628+98.077 | -0.02 | Normal Crown | Linear |
| 630+26.478 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-6 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 630+26.478 | -0.02 | Normal Crown | |
| 631+53.571 | -0.02 | Normal Crown | Linear |
| 631+65.000 | -0.028 | Full Super | Linear |
| 634+00.000 | -0.028 | Full Super | Linear |
| 634+11.429 | -0.02 | Normal Crown | Linear |
| 634+99.760 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 630+26.478 | -0.02 | Normal Crown | |
| 630+96.429 | -0.02 | Normal Crown | Linear |
| 631+25.000 | 0 | Level Crown | Linear |
| 631+53.571 | 0.02 | Reverse Crown | Linear |
| 631+65.000 | 0.028 | Full Super | Linear |
| 634+00.000 | 0.028 | Full Super | Linear |
| 634+11.429 | 0.02 | Reverse Crown | Linear |
| 634+40.000 | 0 | Level Crown | Linear |
| 634+68.571 | -0.02 | Normal Crown | Linear |
| 634+99.760 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-7 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 634+99.760 | -0.02 | Normal Crown | |
| 635+42.727 | -0.02 | Normal Crown | Linear |
| 635+70.000 | 0 | Level Crown | Linear |
| 635+97.273 | 0.02 | Reverse Crown | Linear |
| 636+00.000 | 0.022 | Full Super | Linear |
| 638+50.000 | 0.022 | Full Super | Linear |
| 638+52.727 | 0.02 | Reverse Crown | Linear |
| 638+80.000 | 0 | Level Crown | Linear |
| 639+07.273 | -0.02 | Normal Crown | Linear |
| 639+45.902 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 634+99.760 | -0.02 | Normal Crown | |
| 635+97.273 | -0.02 | Normal Crown | Linear |
| 636+00.000 | -0.022 | Full Super | Linear |
| 638+50.000 | -0.022 | Full Super | Linear |
| 638+52.727 | -0.02 | Normal Crown | Linear |
| 639+45.902 | -0.02 | Normal Crown | Linear |
| Section Name: | Section-8 | ||
| Base Horizontal Name: | CHN4 | ||
| Standards Filename: | C:\OpenRoads Designer CE\Configuration\Organization-Civil\FLH_SurvFt_Standards-WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml | ||
| Design Speed: | 20 | ||
| Pivot Method: | Crown | ||
| E Selection: | 4% | ||
| L Selection: | AASHTO | ||
| Superelevation: | LTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 639+45.902 | -0.02 | Normal Crown | |
| 639+87.727 | -0.02 | Normal Crown | Linear |
| 640+15.000 | 0 | Level Crown | Linear |
| 640+42.273 | 0.02 | Reverse Crown | Linear |
| 640+45.000 | 0.022 | Full Super | Linear |
| 640+50.000 | 0.022 | Full Super | Linear |
| 640+52.727 | 0.02 | Reverse Crown | Linear |
| 640+80.000 | 0 | Level Crown | Linear |
| 641+07.273 | -0.02 | Normal Crown | Linear |
| 641+20.000 | -0.02 | Normal Crown | Linear |
| Superelevation: | RTLane | ||
| Station | Cross Slope | Point Type | Transition Type |
| 639+45.902 | -0.02 | Normal Crown | |
| 640+42.273 | -0.02 | Normal Crown | Linear |
| 640+45.000 | -0.022 | Full Super | Linear |
| 640+50.000 | -0.022 | Full Super | Linear |
| 640+52.727 | -0.02 | Normal Crown | Linear |
| 641+20.000 | -0.02 | Normal Crown | Linear |
File details come from the government source that posted it. Updated .