Quarterly Bulletin, Volume 2Bureau of Public Works., 1913 |
From inside the book
Results 1-5 of 51
Page 7
... Plate 1 . must understand handling local labor . Hubs must be driven at each break in the cross - section of the roadbed , as under Plate No. 1 , and all cuts and fills marked with reference to the top of these hubs . It is not ...
... Plate 1 . must understand handling local labor . Hubs must be driven at each break in the cross - section of the roadbed , as under Plate No. 1 , and all cuts and fills marked with reference to the top of these hubs . It is not ...
Page 45
... Plate No. 1 is from a photograph taken two days after the typhoon and before any steps had been taken to repair the bridge . The ends of the two floor slabs , resting on pier No. 3 , were within 2 centimeters of slipping off the pile ...
... Plate No. 1 is from a photograph taken two days after the typhoon and before any steps had been taken to repair the bridge . The ends of the two floor slabs , resting on pier No. 3 , were within 2 centimeters of slipping off the pile ...
Page 49
... Plate I. Load in thousands of pounds Deflection curves . Bearing power of piles . the edge of the timbers . Detailed information will be found in Plate I. In addition to the above - described test of the bearing power of the road ...
... Plate I. Load in thousands of pounds Deflection curves . Bearing power of piles . the edge of the timbers . Detailed information will be found in Plate I. In addition to the above - described test of the bearing power of the road ...
Page 50
... Plate I. Informa- tion as to the character of the soil through which it was driven is not available . The road test seemed to indicate that sufficient bearing power could be secured by rolling or tamping a gravel fill into the mud ...
... Plate I. Informa- tion as to the character of the soil through which it was driven is not available . The road test seemed to indicate that sufficient bearing power could be secured by rolling or tamping a gravel fill into the mud ...
Page 51
... Plate IV with those of Plate I would ndicate that the load applied was approaching very closely to the oad which would cause failure . Possibly 2,500 pounds per square oot is a fair assumption for this load , which would make a factor ...
... Plate IV with those of Plate I would ndicate that the load applied was approaching very closely to the oad which would cause failure . Possibly 2,500 pounds per square oot is a fair assumption for this load , which would make a factor ...
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Common terms and phrases
abacá abutment administration advised accordingly Albay Ambos Camarines amount be placed Argao Batangas Bohol bonds sinking fund bridge Bulacan Bulacan Province Bureau of Public Cagayan Capiz carabaos Cavite Province Cebu cent per annum centimeters Chief Division Engineer city of Manila completed concrete piles construction contract contractor cost created by Act credited as follows cubic meter culverts district engineer drilling erecting feet first-class road grade granted the municipality gravel hauled hereby granted highway Ilocos Norte Iloilo inch including interest due Insular irrigation kilometers labor loan maintenance market buildings material Municipal Board Nueva Caceres Nueva Ecija Pampanga Pangasinan payable in five payable quarterly Philippine Islands pipe placed for disbursement plant Plate Pototan Province provincial board Provincial Division provincial treasurer reinforced-concrete repairs rice River Rizal Rizal Province sand sinking fund created Sorsogon spans standard stone structure subgrade surfacing Tarlac Tayabas tiendas tion traffic WESTERHOUSE width