Durability of Bridge Deck Concrete. Part Three: Condition of 249 Four-Year-Old Bridge Decks: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Durability of Bridge Deck Concrete. Part Three: Condition of 249 Four-Year-Old Bridge Decks

P. D. Cady / R. E. Carrier / T. A. Bakr / J. C. Theisen

All bridge decks in Pennsylvania (249 in number), over 30 feet in length built in 1966 were examined for signs of deterioration. Evidence of fracture planes, spalls, cracks, surface motor deterioration, and minor evidence of deterioration were evaluated. This deterioration was correlated with all possible factors which were believed to influence such deterioration, such as structural stiffness, depth of steel, superstructure type, construction practices, flexural strength of the concrete, retarder use, number of salt applications per year, form type, span length, maximum placement temperature, antiskid material, average daily traffic, deicing chemical type, finishing machine, and aggregate sources. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Durability of Bridge Deck Concrete. Part Three: Condition of 249 Four-Year-Old Bridge Decks

P. D. Cady / R. E. Carrier / T. A. Bakr / J. C. Theisen

All bridge decks in Pennsylvania (249 in number), over 30 feet in length built in 1966 were examined for signs of deterioration. Evidence of fracture planes, spalls, cracks, surface motor deterioration, and minor evidence of deterioration were evaluated. This deterioration was correlated with all possible factors which were believed to influence such deterioration, such as structural stiffness, depth of steel, superstructure type, construction practices, flexural strength of the concrete, retarder use, number of salt applications per year, form type, span length, maximum placement temperature, antiskid material, average daily traffic, deicing chemical type, finishing machine, and aggregate sources. (Author)

Durability of Bridge Deck Concrete. Part Three: Condition of 249 Four-Year-Old Bridge Decks

P. D. Cady / R. E. Carrier / T. A. Bakr / J. C. Theisen

All bridge decks in Pennsylvania (249 in number), over 30 feet in length built in 1966 were examined for signs of deterioration. Evidence of fracture planes, spalls, cracks, surface motor deterioration, and minor evidence of deterioration were evaluated. This deterioration was correlated with all possible factors which were believed to influence such deterioration, such as structural stiffness, depth of steel, superstructure type, construction practices, flexural strength of the concrete, retarder use, number of salt applications per year, form type, span length, maximum placement temperature, antiskid material, average daily traffic, deicing chemical type, finishing machine, and aggregate sources. (Author)

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Durability of Bridge Deck Concrete. Part Three: Condition of 249 Four-Year-Old Bridge Decks

Contributors:

P. D. Cady (author) / R. E. Carrier (author) / T. A. Bakr (author) / J. C. Theisen (author)

Publication date:

1971

Size:

162 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Construction Equipment, Materials, & Supplies , Bridge decks , Concrete durability , Reinforced concrete , Cracking(Fracturing) , Stiffness , Steel , Flexural strength , Quality , Deterioration , Evaluation , Life(Durability) , Pennsylvania

Similar titles

Durability of Bridge Deck Concrete. Part Two: Moisture Content of Bridge Decks

P. D. Cady / R. E. Carrier | NTIS | 1971

Durability of concrete bridge decks

Transportation Research Board, National Research Council | UB Braunschweig | 1979

Durability of Concrete Bridge Decks

NTIS | 1965

Durability of concrete bridge decks

Transportation Research Board, National Research Council | TIBKAT | 1979

Durability of Concrete Bridge Decks

NTIS | 1979