Official Proceedings of the ... Annual Convention, Volume 32by The Secretary of the Society, 1926 |
From inside the book
Results 1-5 of 59
Page 3
... River sands , which are productive of low voids , may be combined in such manner as to produce in combination with 20 % of limestone filler , voidage at least as low as 12.5 % which in the mixture would mean only 5.4 % bitumen to ...
... River sands , which are productive of low voids , may be combined in such manner as to produce in combination with 20 % of limestone filler , voidage at least as low as 12.5 % which in the mixture would mean only 5.4 % bitumen to ...
Page 57
... River and was furnished by the Manhattan Sand Co. The sand was thoroughly mixed before it was stored and a repre- sentative sample taken for standard tests . The results of the standard tests of this material are shown in table 2 . The ...
... River and was furnished by the Manhattan Sand Co. The sand was thoroughly mixed before it was stored and a repre- sentative sample taken for standard tests . The results of the standard tests of this material are shown in table 2 . The ...
Page 92
... River by the State Park Commission forced us to look to other ma- terials for the maintenance of our macadam pavements . In the past six years we have used trap rock , limestone and crushed gravel with apparently the same results under ...
... River by the State Park Commission forced us to look to other ma- terials for the maintenance of our macadam pavements . In the past six years we have used trap rock , limestone and crushed gravel with apparently the same results under ...
Page 110
... River Highway , Oregon . This highway from The Dalles through Portland to Seadside , a distance of 216 miles , is a continuous stretch of Warrenite - Bitulithic , excepting two or three short stretches of about one mile each in as many ...
... River Highway , Oregon . This highway from The Dalles through Portland to Seadside , a distance of 216 miles , is a continuous stretch of Warrenite - Bitulithic , excepting two or three short stretches of about one mile each in as many ...
Page 154
... river . This method of removal has proven expensive , slow and unsatisfactory . Equipment Used During 1923 the City purchased two ( 2 ) Barber - Greene load- ing machines and added another unit this year . These machines have endless ...
... river . This method of removal has proven expensive , slow and unsatisfactory . Equipment Used During 1923 the City purchased two ( 2 ) Barber - Greene load- ing machines and added another unit this year . These machines have endless ...
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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.