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61) Forensic investigation of early cracking on I-25

Author

Anderson, R. Michael

Pub. Date

[2001]

62) Evaluation of longitudinal joint tie bar system

Pub. Date

2011.

Description

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An adequate longitudinal joint tie bar system is essential in the overall performance of concrete pavement. Excessive longitudinal joint openings are believed to be caused by either inadequate tie bar size or spacing or improper tie bar installation. If designed and installed properly, tie bars prevent the joints from opening and consequently improve load transfer efficiency between slabs and between slabs and shoulders, resulting in increased load...

63) Hot bituminous pavement gradation acceptance: review of QC/QA data 2000-2002

Author

Chavez, Eric

Pub. Date

[2004]

64) Evaluation of the performance, cost-effectiveness, and timing of various preventive maintenances: interim report

Author

Shuler, Scott

Pub. Date

[2006]

Description

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This research is being conducted to evaluate the performance of various preventive maintenance treatments over time and under different environmental conditions to assess the economics of each treatment type.

65) Hot mix asphalt gradation acceptance: review of QC/QA data 2000 through 2005

Author

Chavez, Eric

Pub. Date

[2007]

66) Hot bituminous pavement voids acceptance: review of QC/QA data 2000 through 2003

Author

Chavez, Eric

Pub. Date

[2005]

67) Colorado Department of Transportation hot mix asphalt crack sealing and filling best practices guidelines

Author

Truschke, Carrie

Pub. Date

[2014]

Description

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Crack sealing and filling on hot mix asphalt (HMA) pavements are cost-effective pavement preservation techniques that improve pavement performance and extend the life of existing pavements. If performed in a timely and effective manner, crack sealing can extend the life of HMA pavements. CDOT sponsored this study to update its procedures and guidelines for crack sealing and filling of HMA pavements. The draft Guidelines included in this report reflect...

68) Hot mix asphalt gradation acceptance: review of QC/QA data 2000 through 2004

Author

Chavez, Eric

Pub. Date

[2005]

69) Guidelines for pavement surface treatment

Pub. Date

1994.

Description

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These guidelines address pavement surface treatments which include crack filling, joint resealing, seal coats, and asphalt overlays.

70) Hot bituminous pavement gradation acceptance: review of QC/QA data 2000 through 2003

Author

Chavez, Eric

Pub. Date

[2005]

71) R-value test modification

Author

Berry, Keith W

Pub. Date

1983.

72) Extent of top-down cracking in Colorado

Author

Harmelink, Donna S

Pub. Date

[2003]

73) In-place voids monitoring of hot mix asphalt pavements follow up

Author

Griffin, Richard G

Pub. Date

2014.

74) In-place voids monitoring of hot mix asphalt pavements

Author

Harmelink, Donna S

Pub. Date

[2002]

75) Sensitivity analysis of truck weights on pavement deterioration: final report, February, 1983

Author

Hutter, Werner

Pub. Date

1983.

76) Effectiveness of absorptive form liner for horizontal surfaces

Author

Safford, Mark C

Pub. Date

1972.

Description

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The results of laboratory testing indicate that absorptive form liner improves the quality of horizontal surfaces of concrete if placed while the concrete is still plastic.

77) SHRP chip seal

Author

Outcalt, William

Pub. Date

[2001]

78) Lateral vehicle acceleration due to longitudinally tined Portland cement concrete pavement

Author

Rinehart, Robert V

Pub. Date

2009.

79) Preformed pavement marking material for construction zone project I 76-1 (58): final report, December, 1982

Author

Smith, Charles W

Pub. Date

1982.

80) Noise levels associated with plant mix seals: final report

Author

Steere, Lowell B

Pub. Date

1973.

Las Animas - Bent County Library District

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Catalog Search Results

61) Forensic investigation of early cracking on I-25

62) Evaluation of longitudinal joint tie bar system

63) Hot bituminous pavement gradation acceptance: review of QC/QA data 2000-2002

64) Evaluation of the performance, cost-effectiveness, and timing of various preventive maintenances: interim report

65) Hot mix asphalt gradation acceptance: review of QC/QA data 2000 through 2005

66) Hot bituminous pavement voids acceptance: review of QC/QA data 2000 through 2003

67) Colorado Department of Transportation hot mix asphalt crack sealing and filling best practices guidelines

68) Hot mix asphalt gradation acceptance: review of QC/QA data 2000 through 2004

69) Guidelines for pavement surface treatment

70) Hot bituminous pavement gradation acceptance: review of QC/QA data 2000 through 2003

71) R-value test modification

72) Extent of top-down cracking in Colorado

73) In-place voids monitoring of hot mix asphalt pavements follow up

74) In-place voids monitoring of hot mix asphalt pavements

75) Sensitivity analysis of truck weights on pavement deterioration: final report, February, 1983

76) Effectiveness of absorptive form liner for horizontal surfaces

77) SHRP chip seal

78) Lateral vehicle acceleration due to longitudinally tined Portland cement concrete pavement

79) Preformed pavement marking material for construction zone project I 76-1 (58): final report, December, 1982

80) Noise levels associated with plant mix seals: final report