Impact Assessment and Damage Fee Development for Pavement Utility Cuts Using Functional and Structural Field Data

被引:0
|
作者
Dunn, Sharlan Montgomery [1 ]
Ghosh, Debaroti [1 ]
Marshall, Melissa [2 ]
机构
[1] Nichols Consulting Engineers Chtd, Sacramento, CA 95826 USA
[2] City Davis Publ Works, Davis, CA USA
关键词
pavement utility cut; pavement trench; pavement condition evaluation; pavement structural testing and evaluation; pavement damage;
D O I
10.1177/03611981241240752
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objectives of this study were: 1) to provide transparency of a recent pavement utility cut impact study which informed the adoption of a pavement utility cut fee in Davis, California; and 2) to present an additional methodology for assessing pavement damage using field data referenced to pavement condition. A total of 24 test sites were selected to represent all functional classifications across the Pavement Condition Index (PCI) spectrum. Functional and structural field data were collected and analyzed. Of the 24 test sites, 67% exhibited both functional and structural damage with 96% exhibiting at least one form of damage. The average PCI reduction resulting from utility cuts was 5.1 points and the corresponding percent reduction in pavement service life was 6%. Of the test sites, 63% exhibited damage 2 ft from the edge of the patch, thus indicating that the zone of influence extends past the current restoration area. The statistical analyses indicated that the pavement utility cuts caused significant damage and supported a tiered utility cut fee structure based on functional classification and PCI. The resulting fee schedule is based on 2022 material and construction cost estimates; consequently, implementation including an annual adjustment for inflation is recommended. Since the negative impact of utility cuts is amplified when there are multiple or large cuts on the same street, and treatments are typically carried out across entire management sections, a full-recovery fee at a threshold of 10% of the management section area is appropriate. Example fee calculations were provided.
引用
收藏
页码:253 / 265
页数:13
相关论文
共 48 条
  • [1] Utility Cut Impact Assessment and Fee Development Using Pavement Management System
    Ghosh, Debaroti
    Dunn, Sharlan Montgomery
    Petersen, Lisa
    TRANSPORTATION RESEARCH RECORD, 2024,
  • [2] Structural assessment of asphalt pavement condition using backcalculated modulus and field data
    Wang, Hao
    Li, Maoyun
    Szary, Pat
    Hu, Xiaodi
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 211 : 943 - 951
  • [3] STRUCTURAL ASSESSMENT AND DAMAGE IDENTIFICATION ALGORITHMS USING BINARY DATA
    Salehi, Hadi
    Das, Saptarshi
    Chakrabartty, Shantanu
    Biswas, Subir
    Burgueno, Rigoberto
    ASME CONFERENCE ON SMART MATERIALS, ADAPTIVE STRUCTURES AND INTELLIGENT SYSTEMS, 2015, VOL 2, 2016,
  • [4] Structural damage assessment of building structures using dynamic experimental data
    Kim, HS
    Chun, YS
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2004, 13 (01): : 1 - 8
  • [5] Development of structural deterioration models for flexible pavement using traffic speed deflectometer data
    Manoharan, Sittampalam
    Chai, Gary
    Chowdhury, Sanaul
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2022, 23 (09) : 3167 - 3181
  • [6] Structural damage assessment using linear approximation with maximum entropy and transmissibility data
    Meruane, V.
    Ortiz-Bernardin, A.
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2015, 54-55 : 210 - 223
  • [7] An optimized data fusion strategy for structural damage assessment using electromechanical impedance
    Singh, Shishir K.
    Sikdar, Shirsendu
    Malinowski, Pawel H.
    SMART MATERIALS AND STRUCTURES, 2021, 30 (03)
  • [8] Performance Related Specifications Development of Hot Mix and Concrete Pavement Projects Using Field Data
    Buddhavarapu, P.
    Prozzi, J. A.
    Smit, A. Fortier
    Serigos, P. A.
    AIRFIELD AND HIGHWAY PAVEMENTS 2015: INNOVATIVE AND COST-EFFECTIVE PAVEMENTS FOR A SUSTAINABLE FUTURE, 2015, : 248 - 259
  • [9] Development of Frost Penetration Depth Prediction Model Using Field Temperature Data of Asphalt Pavement
    Park, Jeong Jun
    Shin, Eun Chul
    Yoon, Byoung Jo
    INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2016, 26 (04) : 341 - 347
  • [10] Subsidence damage assessment of a Gothic church using differential interferometry and field data
    Tomas, Roberto
    Garcia-Barba, Javier
    Cano, Miguel
    Sanabria, Margarita P.
    Ivorra, Salvador
    Duro, Javier
    Herrera, Gerardo
    STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2012, 11 (06): : 751 - 762