ak-13506-Signoff-Superelvation.pdf

PDF 104 KB Posted

Attached to
AK DOT 135(6), Glenn Highway Rehabilitation Kings River Bridge Section: MP 66. 0 to 67. 2
Solicitation number
69056719B000032
Issued by

About this file

This document contains a superelevation report and related federal contract opportunity solicitation. The superelevation report provides technical details for AK DOT project 135(6) involving rehabilitation of the Glenn Highway between mileposts 66.0 to 67.2, including curve parameters and superelevation settings.

The related federal contract opportunity solicitation seeks bids for the same AK DOT project 135(6) Glenn Highway Rehabilitation Kings River Bridge Section from milepost 66.0 to 67.2. The solicitation is an Invitation for Bid issued by the Department of Transportation Federal Highway Administration. The attachment to the solicitation provides the full requirements for the project. Bids are due by the response date specified in the solicitation. The contract will be awarded thereafter as indicated in the standard terms of the solicitation.

View the file

Other files

File Type Posted
Bid Tabulation_AK DOT 135(6).pdf PDF
BidSum.pdf PDF
QA_11-07-2022.pdf PDF
Amendment A005.pdf PDF
QA_11-01-2022.pdf PDF
QA_10-28-2022.pdf PDF
QA2_10-27-2022.pdf PDF
QA_10-27-2022.pdf PDF
QA_10-26-2022.pdf PDF
Amendment A004.pdf PDF
Amendment A003.pdf PDF
QA_10-24-2022.pdf PDF
QA_10-21-2022.pdf PDF
QA_10-19-2022.pdf PDF
QA_10-18-2022.pdf PDF
QA2_10-13-2022.pdf PDF
Amendment A002.pdf PDF
QA_10-13-2022.pdf PDF
Amendment A001.pdf PDF
QA_10-06-2022.pdf PDF
AK DOT 135(6) - Kings River Bridge - EXISTING BRIDGE AS_BUILTS.pdf PDF
ak-13506-Signoff-Plans.pdf PDF
ak-13506-Blue Top-RTB Report.pdf PDF
ak-13506-Red Top-XYZ Report.pdf PDF
Geotech Report No 08-19 Kings River Bridge Final Geotechnical Report.pdf PDF
AK DOT 135(6) - Kings River Bridge - EXISTING BRIDGE INSPECTION 2019.pdf PDF
ak-13506_Earthwork Report.pdf PDF
ak-13506-Signoff_ControlSheet.xlsx XLSX spreadsheet
Physical Data 1.zip ZIP file
ak-13506-Red Top-RTB Report.pdf PDF
ak-13506-Signoff_Alignments.pdf PDF
IFB 69056719B000032 .pdf PDF
ak-13506-Signoff_SWPPP_Binder.pdf PDF
FINAL_GR10-14_Glenn Highway Preliminary Geotechnical Recommendations Report.pdf PDF
Physical Data 2.zip ZIP file
ak-13506-Blue Top-XYZ Report.pdf PDF
ak-13506-Slope Stake Note-FHWA Version 2.pdf PDF
ak-13506-Slope Stake Note-XYZ Report.pdf PDF
Show all 38

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

AK DOT 135(6), GLENN HIGHWAY REHABILITATION, KINGS RIVER SECTION: MP 66.0 TO MP 67.2

Superelevation Report

For

AK DOT 135(6)

GLENN HIGHWAY REHABILITATION

KINGS RIVER BRIDGE SECTION:

MP 66.0 TO MP 67.2

3395+00 TO 3457+00

/* Superelevation Settings and Parameters:

Unit System is english.

Created input file "KRB02_Alignment_Shape50MPH_18FT.inp".

Created activity log file "KRB02_Alignment_Shape50MPH_18FT.log".

Created on Thu, Nov 15, 2018 at 10:38.

Using Preference File "FHWA_US_2004_67_33" Using e Selection of "6%‐50mph".

Using Length Selection of "AASHTO English" Using Design Speed of 50.000000.

auto shape job number = 506 auto shape set shape cluster baseline = KRB_02 shape cluster profile = KRB02_PP shape cluster tie = 0.0000 independent shape chain / offset

KRB_02 ‐18.0000

KRB_02 ‐0.0000

filler line station / slope 3394+90.000000 ‐2.0000 3400+19.122074 ‐2.0000 3402+12.455407 6.0000 /* Curve KRB_02‐1 */ 3417+28.408773 6.0000 /* Curve KRB_02‐1 */ 3419+21.742106 ‐2.0000 3433+53.716517 ‐2.0000 3434+35.568369 ‐5.4000 /* Curve KRB_02‐2 */ 3439+87.411028 ‐5.4000 /* Curve KRB_02‐2 */ 3440+01.883197 ‐6.0000 /* Curve KRB_02‐3 */ 3452+22.888494 ‐6.0000 /* Curve KRB_02‐3 */ 3453+19.555160 ‐2.0000 3457+04.999999 ‐2.0000 auto shape set shape cluster baseline = KRB_02 shape cluster profile = KRB02_PP shape cluster tie = 0.0000 dependent shape chain / offset

KRB_02 0.0000

KRB_02 18.0000

filler line station / slope 3394+90.000000 ‐2.0000 3401+15.788741 ‐2.0000 3402+12.455407 ‐6.0000 /* Curve KRB_02‐1 */ 3417+28.408773 ‐6.0000 /* Curve KRB_02‐1 */ 3418+25.075439 ‐2.0000 3432+57.420221 ‐2.0000 3434+35.568369 5.4000 /* Curve KRB_02‐2 */

Page: 1

3439+87.411028 5.4000 /* Curve KRB_02‐2 */ 3440+01.883197 6.0000 /* Curve KRB_02‐3 */ 3452+22.888494 6.0000 /* Curve KRB_02‐3 */ 3454+16.221827 ‐2.0000 3457+04.999999 ‐2.0000

Page: 2

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