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Page 29
... sampling plan used in that study led to standard errors which were satisfactorily low in terms of the total sample for any vehicle type but which might be quite large for in- dividual weight classes within that total sam- ple . And ...
... sampling plan used in that study led to standard errors which were satisfactorily low in terms of the total sample for any vehicle type but which might be quite large for in- dividual weight classes within that total sam- ple . And ...
Page 32
... sampling plan was developed with the bases of stratification being terrain , surface type , and traffic volume . This ... Sample , " Frankfort , Ken- tucky Department of Highways , 1954 . thousands of dedicated men who pursued the quest ...
... sampling plan was developed with the bases of stratification being terrain , surface type , and traffic volume . This ... Sample , " Frankfort , Ken- tucky Department of Highways , 1954 . thousands of dedicated men who pursued the quest ...
Page 266
... sample , the conclusions can be judged as significant . 3. Insofar as we can learn , this is the first series of full - scale tests in which remote radio control of an automobile has been used . The results of this test prove this ...
... sample , the conclusions can be judged as significant . 3. Insofar as we can learn , this is the first series of full - scale tests in which remote radio control of an automobile has been used . The results of this test prove this ...
Page 273
... ( sample ) B ( census ). Set 234 b X , X2 mi m2 m3 M4 YI Y2 Y 3 Уз Ya .061 2 8 8.0 4.0 238 3.5 91 128.0 88.3 25.6 .029 2 12 8.0 4.0 238 3.5 84 129.0 95.9 20.2 .032 2 12 8.0 40 238 9.5 84 127.9 89.7 21.2 .033 2 16 8.0 4.0 238 3.5 82 128.7 ...
... ( sample ) B ( census ). Set 234 b X , X2 mi m2 m3 M4 YI Y2 Y 3 Уз Ya .061 2 8 8.0 4.0 238 3.5 91 128.0 88.3 25.6 .029 2 12 8.0 4.0 238 3.5 84 129.0 95.9 20.2 .032 2 12 8.0 40 238 9.5 84 127.9 89.7 21.2 .033 2 16 8.0 4.0 238 3.5 82 128.7 ...
Page 275
... only one experimental unit from the sampled positions will give an unbiased result as was previously explained . However , we Sample H Positions II III I I 44 44 42 IRICK , LEATHERS , LILL , MERTZ : MULTIPLE REGRESSION 275.
... only one experimental unit from the sampled positions will give an unbiased result as was previously explained . However , we Sample H Positions II III I I 44 44 42 IRICK , LEATHERS , LILL , MERTZ : MULTIPLE REGRESSION 275.
Contents
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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