Bond Characteristics of Overlays Placed over Bridge Decks Sealed with High Molecular Weight Methacrylate

Date

2000-01-01

Author

Shahrooz, Bahram
Gillum, Arnol
Cole, Jeremiah
Türer, Ahmet

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

154
views

0
downloads

The bond strength between portland cement overlays and bridge decks treated with high-molecular-weight methacrylate sealers is examined. The data universally suggest that sealers reduce the available bond strength. However, extra surface preparation techniques, such as light sandblasting of the sealed surface or broadcasting sand over the surface immediately after scaling [at approximately 1 kg/m(2) (20 lb/100 ft(2))], restore the strengths to 80 or 85 percent, respectively, of the unsealed surface. Service-level fatigue testing and loading well beyond the serviceability limit state do not adversely affect the bond strength so long as the sealed surface is treated before the application of the overlay. Therefore, to seal the existing cracks, bridge decks may be sealed if either of the recommended secondary surface preparation techniques is followed.

Subject Keywords

Mechanical Engineering, Civil and Structural Engineering

URI

https://hdl.handle.net/11511/49278

Journal

Transportation Research Record

DOI

https://doi.org/10.3141/1697-05

Collections

Department of Civil Engineering, Article

Suggestions

OpenMETU
Core

Reliability-based optimization of river bridges using artificial intelligence techniques Turan, K. Hakan; Yanmaz, Ali Melih (Canadian Science Publishing, 2011-10-01) Proper bridge design is based on joint consideration of structural, hydraulic, and geotechnical conformities. An optimization-based methodology has been developed to obtain appropriate dimensions of a river bridge to meet these aspects. Structural and geotechnical design parts use a statistically-based artificial neural network (ANN) model. Therefore, relevant data were collected from many bridge projects and analyzed to form a matrix. Artificial neural network architectures are used in the objective functi...
Test method for appraising future durability of new concrete bridge decks Yaman, İsmail Özgür; Aktan, H.M.; Hearn, N.; Staton, J.F. (SAGE Publications, 2002-01-01) The nondestructive test procedure for quantifying the future durability of bridge deck concrete is based on the fundamental relationship between ultrasonic pulse velocity (UPV) and the permeability of an elastic medium. An experimental study using standard concrete cylindrical specimens (ASTM C192) documented adequate sensitivity between UPV and permeability. The test procedure uses a parameter directly proportional to increase in-field concrete permeability called paste quality loss (PQL). The PQL is compu...
Health monitoring of Ironton-Russell bridge for rating purposes Lenett, MS; Hunt, VJ; Helmicki, AJ; Türer, Ahmet (SAGE Publications, 2001-01-01) The Ironton-Russell truss bridge spanning the Ohio River between the cities of Ironton, Ohio, and Russell, Kentucky, consists of a three-span cantilever through truss with a suspended truss in the center span and a fourth span that is essentially a simple-span through truss. Visual inspections of this bridge revealed that recent welded repairs and modifications to various truss members reduced their fatigue classification as well as modified original design and construction details. When the visual inspecti...
Seismic retrofitting of highway bridges in Illinois using friction pendulum seismic isolation bearings and modeling procedures Dicleli, Murat (Elsevier BV, 2003-07-01) In this paper, the economical and structural efficiency of friction pendulum bearings (FPB) for retrofitting typical seismically vulnerable bridges in the State of Illinois is studied. For this purpose, a bridge was carefully selected by the Illinois Department of Transportation (IDOT) to represent typical seismically vulnerable bridges commonly used in the State of Illinois. A comprehensive structural model of the bridge was first constructed for seismic analysis. An iterative multi-mode response spectrum ...
Analytical investigation of aashto lrfd response modification factors and seismic performance levels of circular bridge columns Erdem, Arda; Caner, Alp; Department of Civil Engineering (2010) Current seismic design approach of bridge structures can be categorized into two distinctive methods: (i) force based and (ii) performance based. AASHTO LRFD seismic design specification is a typical example of force based design approach especially used in Turkey. Three different importance categories are presented as “Critical Bridges”, “Essential Bridges” and “Other Bridges” in AASHTO LRFD. These classifications are mainly based on the serviceability requirement of bridges after a design earthquake. The ...

Citation Formats

B. Shahrooz, A. Gillum, J. Cole, and A. Türer, “Bond Characteristics of Overlays Placed over Bridge Decks Sealed with High Molecular Weight Methacrylate,” Transportation Research Record, pp. 24–30, 2000, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/49278.