Proceedings of the ... Annual Meeting |
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Results 1-5 of 100
Page xi
... PAVEMENT DESIGN CORRELATION STUDY Report of Task Committee - Robert Horonjeff , Chairman . No. 134 , UTILIZATION OF ... PAVEMENT DESIGN IN FOUR STATES Experience with Flexible Pavements in Maryland - Allan Lee . Colorado's Flexible ...
... PAVEMENT DESIGN CORRELATION STUDY Report of Task Committee - Robert Horonjeff , Chairman . No. 134 , UTILIZATION OF ... PAVEMENT DESIGN IN FOUR STATES Experience with Flexible Pavements in Maryland - Allan Lee . Colorado's Flexible ...
Page xvii
... Pavement Condition Surveys . Charles W. Allen , Chairman ; L. M. Arms ; T. V. Fahne- stock ; Frank H. Gardner ; Gordon D. Gron- berg ; D. W. Lewis ; E. C. Sutherland ; T. F. Willis . Flexible Pavement Design . A. C. Benkel- man ...
... Pavement Condition Surveys . Charles W. Allen , Chairman ; L. M. Arms ; T. V. Fahne- stock ; Frank H. Gardner ; Gordon D. Gron- berg ; D. W. Lewis ; E. C. Sutherland ; T. F. Willis . Flexible Pavement Design . A. C. Benkel- man ...
Page 42
... pavement con- dition and sub - base and drainage , with pave- ment assigned a value of 10 percent of the 35 percent , and sub - base and drainage 12 percent . Remaining life of the pavement was assigned a numerical value of 13 percent ...
... pavement con- dition and sub - base and drainage , with pave- ment assigned a value of 10 percent of the 35 percent , and sub - base and drainage 12 percent . Remaining life of the pavement was assigned a numerical value of 13 percent ...
Page 51
... Pavement type 35 50 30 45 25 35 8885 40 35 30 9999 60 50 50 45 40 40 Min . 5 " Min . Min . 8 " Min . 12 " Pavement crushed crushed crushed cr . st . or stone or gravel gravel stone or gravel gr . ( stabi- lized where on stabi- lized ...
... Pavement type 35 50 30 45 25 35 8885 40 35 30 9999 60 50 50 45 40 40 Min . 5 " Min . Min . 8 " Min . 12 " Pavement crushed crushed crushed cr . st . or stone or gravel gravel stone or gravel gr . ( stabi- lized where on stabi- lized ...
Page 52
... pavement type , pavement condition , roadside drainage , structures , and railroad grade cross- ings . If these elements of structural adequacy are in critical condition , especially pavement condition and structures , the ability of ...
... pavement type , pavement condition , roadside drainage , structures , and railroad grade cross- ings . If these elements of structural adequacy are in critical condition , especially pavement condition and structures , the ability of ...
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Common terms and phrases
A.S.T.M. bulk specific accidents ADT range air contents air voids analysis angle asphalt average baffle benefit-cost ratios bitumen content bond bridge bulk specific gravity cement chart clay coefficient Committee compressive concrete construction cost county highway crete cubic foot culvert curve deflection delay density depth determined effect Engineering equation expressway factor feet filled with bitumen grout halloysite head loss inches increase indicated Influence Diagram intersection kaolinite lane layer material maximum measured ment method mile mineral aggregate observed obtained particles pavement pavement materials paving mixture percent Piezometer pipe Poisson's ratio Portland Cement pressure problem ratio remolded resurfacing road sample shearing stresses shoulder width shown in Figure shows slab soil specific gravity specimens speed strength stress subgrade surface Table thickness tion traffic volumes values variables vehicles vermiculite vertical voids filled weight