Official Proceedings of the ... Annual Convention, Volume 32by The Secretary of the Society, 1926 |
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... Mixtures .. 14 By Prevost Hubbard , Chemical Engineer , and F. C. Field , Chemist , The Asphalt Association , New York City . Behavior of Concrete Pavements Under Service Conditions ... By H. Eltinge Breed , Consulting Highway Engineer ...
... Mixtures .. 14 By Prevost Hubbard , Chemical Engineer , and F. C. Field , Chemist , The Asphalt Association , New York City . Behavior of Concrete Pavements Under Service Conditions ... By H. Eltinge Breed , Consulting Highway Engineer ...
Page 1
... mixture may be dense and yet very unstable . Two other very important factors enter into the problem of de- signing a mixture capable of withstanding the distorting effect of traffic ; these are the voidage of the mineral aggregate and ...
... mixture may be dense and yet very unstable . Two other very important factors enter into the problem of de- signing a mixture capable of withstanding the distorting effect of traffic ; these are the voidage of the mineral aggregate and ...
Page 2
... mixture is immediately weakened in structure , and likewise because of increased poros- ity is weakened in its natural resistance to the attack of mois- Hence , if structural soundness is to be preserved , the voids must be reduced ...
... mixture is immediately weakened in structure , and likewise because of increased poros- ity is weakened in its natural resistance to the attack of mois- Hence , if structural soundness is to be preserved , the voids must be reduced ...
Page 3
... mixture would mean only 5.4 % bitumen to completely fill the voids . This mixture is far from plastic , in fact , it is so resistant to compression that under a load of 12,000 lbs . per square inch the highest density ob- tainable was ...
... mixture would mean only 5.4 % bitumen to completely fill the voids . This mixture is far from plastic , in fact , it is so resistant to compression that under a load of 12,000 lbs . per square inch the highest density ob- tainable was ...
Page 4
... MIXTURE RESEARCH CHICAGO MATERIALS - LAKE MICH FINE COMBINED WITH LOCAL COARSE SAND . YOIDS DETERMINED IN CYLINDER OF 214 cc . VOLUME . IDENTIFICATION B & W LIMESTONE DUST L.MICH . FINE SAND CHICAGO COARSE SAND I - L.M.FINE & C.COARSE ...
... MIXTURE RESEARCH CHICAGO MATERIALS - LAKE MICH FINE COMBINED WITH LOCAL COARSE SAND . YOIDS DETERMINED IN CYLINDER OF 214 cc . VOLUME . IDENTIFICATION B & W LIMESTONE DUST L.MICH . FINE SAND CHICAGO COARSE SAND I - L.M.FINE & C.COARSE ...
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Common terms and phrases
aggregate American amount asphalt Association Avenue average base Board bond brick Building carried cement cent Chairman Chicago City Engineer City Plan Cleveland collection Commission Committee Company completed concrete consideration construction Consulting contract contractor cost Department direct discussion district effect entire equipment fact feet filters garbage give given haul Highway important improvement inches increase interest joint lamp less limits load Louis material matter ment method Michigan miles mixture Moines Municipal necessary operation Park pass pavement paving period plant possible practically present President production recommended removal Representative river road sand sewer shows side sludge Society South specifications standard street lighting surface tanks tion traffic trailers trucks units West yards York City
Popular passages
Page 537 - The owner shall have the right, prior to the signing of the contract, to require the contractor to furnish bond covering the faithful performance of the contract and the payment of all obligations arising thereunder, in such form as the owner may prescribe and with such sureties as he may approve.
Page 426 - Wherefore do ye spend money for that which is not bread? and your labor for that which satisfieth not? hearken diligently unto Me, and eat ye that which is good, and let your soul delight itself in fatness.
Page 533 - If no schedule or agreement stating the dates upon which drawings shall be furnished is made, then no claim for delay shall be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable. This article does not exclude the recovery of damages for delay by either party under other provisions in the contract documents.
Page 531 - If such alterations diminish the quantity of work to be done they shall not constitute a claim for damages, or for anticipated profits on the work that may be dispensed with...
Page 535 - ORDER OF COMPLETION; USE OF COMPLETED PORTIONS. The Contractor shall complete any portion or portions of the work in such order of time as the Engineer may require. The Company shall have the right to take possession of and use any completed or partially completed portions of the work notwithstanding the time for completing the entire work or such portions may not have expired ; but such taking possession and use shall not be deemed an acceptance of the work so taken or used or any part thereof.
Page 496 - General. The asphalt filler shall be homogeneous, free from water and shall not foam when heated to 200 deg.
Page 534 - Owner, upon the certificate of the Architect that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor, and his surety if any, seven days...
Page 483 - Standard Methods of Making and Storing Specimens of Concrete in the Field...
Page 536 - Liability Insurance.— The Contractor shall maintain such insurance as will protect him from claims under workmen's compensation acts and from any other claims for damages for personal injury, including death, which may arise from operations under this Contract, whether such operations be by himself or by any subcontractor or anyone directly or indirectly employed by either of them.