af05801_TIE4_superelevation.pdf

PDF 52 KB Posted

Attached to
AK PFH 58(1), Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.
Solicitation number
69056725B000001
Issued by

About this file

This document appears to be a technical specification or design plan related to the superelevation tie-in stations for the Neck Lake Road Reconstruction project, part of federal contract opportunity AK PFH 58(1).

The key details are: The project involves 1.6 miles of Schedule A roadway reconstruction, 2.0 miles of Schedule B roadway reconstruction, and 2.4 miles of Schedule C roadway reconstruction, located 45 miles northwest of Coffman Cove, Alaska. The work includes roadway excavation, grading, rock blasting, drainage, embankment, aggregate surface, guardrail, erosion control, and other related construction activities. The estimated price range is between $10,000,000 and $20,000,000, and the tentative completion date is Fall 2026. This solicitation will be offered for full and open competition on an unrestricted basis, and is anticipated to be solicited in Winter 2024/2025. The federal agency involved is the Department of Transportation Federal Highway Administration.

View the file

Other files

File Type Posted
BidTab Neck Lake Road Reconstruction.pdf PDF
BidSum-AK PFH 58(1).pdf PDF
Amendment A008.pdf PDF
QA_01-08-2025.pdf PDF
QA_01-07-2025.pdf PDF
Amendment A007.pdf PDF
Amendment A006.pdf PDF
QA_12-30-2024.pdf PDF
Amendment A005.pdf PDF
Amendment A004.pdf PDF
Amendment A003.pdf PDF
QA_12-16-2024.pdf PDF
QA_12-13-2024.pdf PDF
Amendment A002.pdf PDF
QA_12-18-2024.pdf PDF
QA_12-06-2024.pdf PDF
Amendment A001.pdf PDF
QA_12-05-2024.pdf PDF
QA_11-26-2024.pdf PDF
af05801_SEGMENT1_proposed-alignment.pdf PDF
af05801_XS_Labeled_SchA.pdf PDF
af05801_SEGMENT1_proposed-profile.pdf PDF
af05801_XS_SchA.pdf PDF
af05801_TIE4_Earthwork.pdf PDF
af05801_SchedA_Earthwork.pdf PDF
af05801_SchedB_Earthwork.pdf PDF
ak pfh 58(1)_Neck Lake ARD Technical Memorandum.pdf PDF
af05801_TIE4_proposed-alignment.pdf PDF
af05801_TIE1_Earthwork.pdf PDF
ak pfh 58(1)_GR1516_pp385-973.pdf PDF
af05801_TIE2_superelevation.pdf PDF
af05801_TIE1_proposed-profile.pdf PDF
af05801_TIE2_proposed-alignment.pdf PDF
af05801_TIE4_proposed-profile.pdf PDF
IFB AK PFH 58(1) Neck Lake Road Reconstruction.pdf PDF
af05801_SchedC_Earthwork.pdf PDF
af05801_BULK_proposed-alignment.pdf PDF
ak pfh 58(1)_FinalHydraulicReport.pdf PDF
ak pfh 58(1)_XS Approaches_SchC.pdf PDF
aka-pfh58-1_SWPPP for compilation_Final.pdf PDF
af05801_BULK_Earthwork.pdf PDF
af05801_Segment1_superelevation.pdf PDF
af05801_TIE2_Earthwork.pdf PDF
af05801_XS_SchB.pdf PDF
ak pfh 58(1)_NeckLakeRoad_Rockery_TM 1.21.2019.pdf PDF
af05801_TIE1_superelevation.pdf PDF
af05801_TIE3_Earthwork.pdf PDF
ak pfh 58(1)_GR1516_pp1-384.pdf PDF
af05801_XS_Labeled_SchC.pdf PDF
af05801_SEGMENT1_proposed-alignment.pdf PDF
Show 40 more

Latest 50 of 62 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Schedule C Super-elevation tie in stations 174+21.43 to 177+76.77

AK PFH 58(1),

Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct.

/* Superelevation Settings and Parameters:

Project Name:

F:\HIGHWAYS\FHWA\24500048_af05801_NeckLakeRoad\Design\geopm\NeckLake2017.prj User:

F:\HIGHWAYS\FHWA\24500048_af05801_NeckLakeRoad\Design\geopm\projdbs\oc Run Name: TIE4 Unit System is english.

Created input file "Superelevation_TIE4.inp".

Created activity log file "Superelevation_TIE4.log".

Created on Sun, Jul 28, 2024 at 09:33.

Using Preference File "NeckLake30" Using e Selection of "6%‐30mph".

Using Length Selection of "AASHTO English" Using Design Speed of 30.000000.

auto shape job number = 581 auto shape set shape cluster baseline = TIE4 shape cluster profile = TIE4_P shape cluster tie = 0.0000 independent shape chain / offset

TIE4 ‐10.0000

TIE4 0.0000

filler line station / slope 174+21.430000 ‐5.4000 174+37.830000 ‐5.4000 /* Curve TIE4‐1 */ 176+51.357442 ‐5.4000 /* Curve TIE4‐1 */ 177+02.987072 ‐2.0000 177+76.767339 ‐2.0000 auto shape set shape cluster baseline = TIE4 shape cluster profile = TIE4_P shape cluster tie = 0.0000 dependent shape chain / offset

TIE4 0.0000

TIE4 10.0000

filler line station / slope 174+21.430000 5.4000 174+37.830000 5.4000 /* Curve TIE4‐1 */ 176+51.357442 5.4000 /* Curve TIE4‐1 */ 177+63.727812 ‐2.0000 177+76.767339 ‐2.0000

Plot Parameters Dependent Shape lvname = X_Geopak_Cell co = 6 lc = 0 wt = 2 Dependent Text lvname = X_Geopak_Cell co = 6

Independent Shape lvname = X_Geopak_Cell co = 1 lc = 0 wt = 2 Independent Text lvname = X_Geopak_Cell co = 1

Write shapes into dgn = F:\highways\FHWA\24500048_af05801_NeckLakeRoad\Design\af05801Sa02.dgn

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