af05801_TIE3_superelevation.pdf

PDF 50 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 an excerpt from a set of design specifications and drawings for a federal highway reconstruction project called "AK PFH 58(1), Neck Lake Road Reconstruction: NPOWI Hwy. to Marine Access Facility Jct." The project, which is estimated to cost between $10 million and $20 million, involves 5.0 miles of roadwork including excavation, embankment construction, grading, drainage, guardrail, and other civil infrastructure in a remote area of Alaska. The project is being solicited by the Department of Transportation Federal Highway Administration with a tentative completion date of Fall 2026. The document provides specific design details for the super-elevation tie-in stations on a portion of the project.

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
af05801_TIE4_superelevation.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
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 B and C Super-elevation tie in stations 52+75 to 54+50

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: Segment1 Unit System is english.

Created input file "Superelevation_TIE3.inp".

Created activity log file "Superelevation_TIE3.log".

Created on Mon, Jul 22, 2024 at 14:09.

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 = SEGMENT1 shape cluster profile = TIE3_P shape cluster tie = 0.0000 independent shape chain / offset

SEGMENT1 ‐10.0000

SEGMENT1 ‐0.0000

filler line station / slope 52+75.000000 ‐0.1536 /* Curve SEGMENT1‐8 */ 54+26.599278 ‐4.4000 /* Curve SEGMENT1‐9 */ 54+50.000000 ‐4.4000 /* Curve SEGMENT1‐9 */ auto shape set shape cluster baseline = SEGMENT1 shape cluster profile = TIE3_P shape cluster tie = 0.0000 dependent shape chain / offset

SEGMENT1 0.0000

SEGMENT1 10.0000

filler line station / slope 52+75.000000 0.1536 /* Curve SEGMENT1‐8 */ 54+26.599278 4.4000 /* Curve SEGMENT1‐9 */ 54+50.000000 4.4000 /* Curve SEGMENT1‐9 */

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 .