Details:

Creators:
Deng, Yaohua ; Phares, Brent M.
Deng, Yaohua ; Phares, Brent M. Less -
Corporate Creators:
Iowa State University. Bridge Engineering Center
Corporate Contributors:
United States. Federal Highway Administration ; Iowa. Dept. of Transportation
United States. Federal Highway Administration ; Iowa. Dept. of Transportation Less -
Subject/TRT Terms:
[+]
Bridge Approaches Bridges Bridge Speed Limits Dynamic Bridge Loads Dynamic Impact Factors Dynamics High Volume Roads Impact Loads Live Bridge Loads Live Loads Load Permits Permitted Vehicles Speed Trucks
Publication/ Report Number:
InTrans Project 14-521
Resource Type:
Tech Report
Geographical Coverage:
Iowa
Corporate Publisher:
Iowa State University. Bridge Engineering Center
Abstract:
The dynamic interaction of vehicles and bridges results in live loads being induced into bridges that are greater than the vehicle’s static weight. To limit this dynamic effect, the Iowa Department of Transportation (DOT) currently requires that permitted trucks slow to five miles per hour and span the roadway centerline when crossing bridges. However, this practice has other negative consequences such as the potential for crashes, impracticality for bridges with high traffic volumes, and higher fuel consumption. The main objective of this work was to provide information and guidance on the allowable speeds for permitted vehicles and loads on bridges.

A field test program was implemented on five bridges (i.e., two steel girder bridges, two pre-stressed concrete girder bridges, and one concrete slab bridge) to investigate the dynamic response of bridges due to vehicle loadings. The important factors taken into account during the field tests included vehicle speed, entrance conditions, vehicle characteristics (i.e., empty dump truck, full dump truck, and semi-truck), and bridge geometric characteristics (i.e., long span and short span). Three entrance conditions were used: As-is and also Level 1 and Level 2, which simulated rough entrance conditions with a fabricated ramp placed 10 feet from the joint between the bridge end and approach slab and directly next to the joint, respectively. The researchers analyzed and utilized the field data to derive the dynamic impact factors (DIFs) for all gauges installed on each bridge under the different loading scenarios. Based on the calculated DIFs and the change trends for the associated important factors, the conclusions were as follows:

 The DIF increases with the increase of truck speed, entrance condition level, and bridge span length.

 For all investigated bridges under Level 1 and Level 2 entrance conditions, the DIFs exceeded 0.3; under the As-is entrance condition, the DIFs were less than 0.3 for the steel and concrete girder bridges and less than 0.1 for the concrete slab bridges.

 The empty dump truck induced the greatest impact factors, followed by the full dump truck and then the semi-truck.

 To limit the DIF to no more than 0.1, for all bridge types, the allowable truck speeds are 30 mph for As-is entrance conditions and crawl for bridges with Level 1 and Level 2 entrance conditions.

 The researchers recommend that currently collected road roughness information be examined for use as an indicator of entrance condition. If successful, the international roughness index (IRI) data could then be used to determine the speed limitation to put in place as well as which DIF values to use in permitting analysis.

Yaohua Deng and Brent M. Phares (orcid.org/0000-0003-0779-6112 and orcid.org/0000-0001-5894-4774)


Format:
PDF
Collection(s):
US Transportation Collection
Main Document Checksum:
[+]
urn:sha256:a916f6a839ae5601e83718c72b3027844a3aef60af7449a64e2542d0eae3383a
Download URL:
https://rosap.ntl.bts.gov/view/dot/30831/dot_30831_DS1.pdf
File Type:

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