ak-f-cnf-101502_Super_Rpt.pdf

PDF 71 KB Posted

Attached to
AK FS CNF 1015(2), Russian River Campground Access Phase 2 Federal contract opportunity
Solicitation number
69056722B000007
Issued by
Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI ·

This document contains a super elevation report and related federal contract opportunity solicitation. The super elevation report provides cross slope data for multiple highway sections, listing station points, slopes, and transition types.

The related federal contract opportunity solicitation seeks bids to complete Phase 2 of the Russian River Campground Access project. Solicitation number 69056722B000007 was issued by the Department of Transportation Federal Highway Administration to improve approximately 2 miles of existing roadway and construct a new campground entrance. Bids are due by July 15th, 2022. The contractor will be responsible for road construction activities including grading, drainage, paving, and signing. The period of performance is 365 calendar days from issuance of the notice to proceed.

View the file

Other files for this federal contract opportunity

Other files attached to AK FS CNF 1015(2), Russian River Campground Access Phase 2, newest first.
File Type Posted
BidTab AK FS CNF 101(2).pdf PDF
BidSum AK FS CNF 1015(2).pdf PDF
QA_07-06a-2022.pdf PDF
QA_07-06-2022.pdf PDF
QA_07-05a-2022.pdf PDF
QA_07-05-2022.pdf PDF
Amendment A005.pdf PDF
QA_07-01a-2022.pdf PDF
QA_07-01-2022.pdf PDF
QA_06-30-2022.pdf PDF
Amendment A004.pdf PDF
QA_06-29-2022.pdf PDF
QA_06-24-2022.pdf PDF
Amendment A003.pdf PDF
QA_06-23-2022.pdf PDF
QA_06-22-2022.pdf PDF
Amendment A002.pdf PDF
Amendment A001 .pdf PDF
ak-f-cnf_101502_EW_ElemCompQtysRpt_100.pdf PDF
GR 04-22 AK FS CNF 1015(2) - Russian River Campground Phase II Geotechnical Report (REVISED 5-3-22).pdf PDF
RussianRiver_CG_controlsheet.xlsx XLSX spreadsheet
ak-f-cnf-101502_Prof_Rpt_AP640LT.xlsx XLSX spreadsheet
Final ak-f-cnf101502_Plan_Set.pdf PDF
ak-f-cnf101502_Appr_Calcs_EW_AP603LT_100.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt.pdf PDF
ak-f-cnf-101502_Prof_Rpt_AP603LT.xlsx XLSX spreadsheet
ak-f-cnf-101502_Horiz_Ali_Rpt.xlsx XLSX spreadsheet
IFB AK FS CNF 1015(2).pdf PDF
ak-f-cnf_101502_EW_CorrCompQtysRpt_100.pdf PDF
Physical Data.zip ZIP file
ak-f-cnf-101502_Horiz_Ali_Rpt_AP640LT.xlsx XLSX spreadsheet
ak-f-cnf101502_Appr_Calcs_EW_AP640LT_100.pdf PDF
AK_signedSWPPP_AK FS CNF 1015(2) for contract.pdf PDF
ak-f-cnf101502_xs_01_new.pdf PDF
RussianRiverRd_RetainingWallMemo 12-10-2019.pdf PDF
ak-f-cnf101502_xs_01_culv.pdf PDF
Russian River - Hydraulics_Construction_Handoff_Memo.pdf PDF
ak-f-cnf-101502_Prof_Rpt.pdf PDF
ak-f-cnf-101502_Prof_Rpt_AP640LT.pdf PDF
ak-f-cnf-101502_Prof_Rpt_AP603LT.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP640LT.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP603LT.pdf PDF
ak-f-cnf-101502_Horiz_Ali_Rpt_AP603LT.xlsx XLSX spreadsheet
ak-f-cnf-101502_Super_Rpt.xlsx XLSX spreadsheet
ak-f-cnf-101502_Prof_Rpt.xlsx XLSX spreadsheet
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Text version

The file's text, extracted by GovTribe without its formatting.

File Name:

Input Grid Factor:

Note: All units in this report are in feet unless specified otherwise.

Section Name:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

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

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

Crown

Section-1

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml

4%

4%

AASHTO

Superelevation: LTLane

Superelevation: RTLane

Section-2

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown

Superelevation Data Report

Report Created: Monday, April 11, 2022 Time: 3:47:07 PM

L Selection:

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

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

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

AASHTO

AASHTO

Superelevation: LTLane

Superelevation: RTLane

Section-3

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown 4%

Superelevation: LTLane

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

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

Station Cross Slope Point Type Transition Type

621+82.355 -0.02 Normal Crown 622+65.000 -0.02 Normal Crown Linear

Superelevation: LTLane

Superelevation: RTLane

Section-4

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown 4%

AASHTO

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

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

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

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

Superelevation: RTLane

Superelevation: RTLane

Section-5

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown 4%

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

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

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

Station Cross Slope Point Type Transition Type

634+99.760 -0.02 Normal Crown

Section-7

Section-6

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown 4%

AASHTO

Superelevation: LTLane

Superelevation: RTLane

CHN4

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown 4%

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

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:

Base Horizontal Name:

Standards Filename:

Design Speed:

Pivot Method:

E Selection:

L Selection:

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

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

Section-8

CHN4

Superelevation: RTLane

C:\OpenRoads Designer CE\Configuration\Organization- Civil\FLH_SurvFt_Standards- WS10.9.0V\Superelevation\AASHTO_2011_imperial.xml Crown 4%

AASHTO

Superelevation: RTLane

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