Official Proceedings for the Annual Convention, Volume 37List of members in each vol. (except vol. for 1924). |
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Page 423
... base should be thick enough and well bonded . The base must be strong enough to carry the load of traffic as very little assistance can be expected from the surfacing . A base five or six inches thick usually is ample . In case of ...
... base should be thick enough and well bonded . The base must be strong enough to carry the load of traffic as very little assistance can be expected from the surfacing . A base five or six inches thick usually is ample . In case of ...
Page 699
... BASE MIXTURE ( a ) The coarse and fine aggregate for asphaltic base mixture shall be measured separately and accurately either by weight or volume for each batch to be mixed . The required quantity of hot asphalt cement for each batch ...
... BASE MIXTURE ( a ) The coarse and fine aggregate for asphaltic base mixture shall be measured separately and accurately either by weight or volume for each batch to be mixed . The required quantity of hot asphalt cement for each batch ...
Page 818
... BASE 2.69 " 33.2 % BASE 2.88 " " 32.0 % WEB 2.73 BASE 3.06 " " 27.4 % " " 30.7 . AREA TOTAL 8.09 ยท 100.0 % AREA TOTAL 9.02 " 100.0 % AREA TOTAL 9.97 - 100.0 % MOMENT OF INERTIA 59.0 MOMENT OF INERTIA 64.1 MOMENT OF INERTIA 75.6 SECTION ...
... BASE 2.69 " 33.2 % BASE 2.88 " " 32.0 % WEB 2.73 BASE 3.06 " " 27.4 % " " 30.7 . AREA TOTAL 8.09 ยท 100.0 % AREA TOTAL 9.02 " 100.0 % AREA TOTAL 9.97 - 100.0 % MOMENT OF INERTIA 59.0 MOMENT OF INERTIA 64.1 MOMENT OF INERTIA 75.6 SECTION ...
Contents
City Planning | 9 |
The Practical Side of City Replanning | 16 |
What About Parks? | 39 |
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airport American Society amount applied asphalt cement Asphaltic Concrete assessment binder course bitumen Bldg brick building Bureau Bureau of Engineering carbon Chairman Chicago Chief Engineer chlorine City Engineer City Hall City Planning coarse aggregate Committee concrete construction Consulting Engineer Contractor cost County curb Department desirable Detroit City Airport equipment feet field filler grade gravel hangar heating Highway improvements inches installation joints land less located Louis material ment method Missouri mixed Municipal Engineers necessary Ohio operation owner Park pavement Paving percent Philadelphia pipe Pittsburgh planes plant port Portland Cement possible PRESIDENT REID projects removed road roller runway sample sand Section sewage sewer sewerage sidewalk sieve slab sludge sludge digestion Society of Municipal steel stone street lighting subgrade Surveyor tank tion traffic treatment Warren Brothers width York York City zeolite