Specifications for Construction of Roads and Bridges in National Forests and National Parks, 1941

Front Cover
 

Contents

Item Page 38 Obliteration of Old Roadways
94
Roadside Cleanup Wooded areas
96
Spot Subgrade Reinforcement
99
Subgrade Preparation of new subgrade
101
Finishing Earth Graded Roads Special finishing of new subgrade _ _ _
103
Fine Grading Subgrade and Shoulders Reprepa ration of previously constructed subgrades _
105
Shoulders__
107
Watering
109
Selected Borrow Base Course
110
Stabilized Soil Base Course
113
Gravel Base Course_ _ _
117
52A Crushed Gravel or Crushed Stone Base Course_
122
Telford Base Course___
127
Sledged Stone Base Course
129
Dry Choked Stone or Slag Base Course_
131
Waterbound Macadam Base Course
134
Reconstructed Stone or Gravel Base Course
140
Reconditioning of Used Roadbed Preparatory to bituminizing
143
Bituminous Macadam Base Course Asphalt or tar
145
Hot Bituminous Concrete Base Course
151
SURFACE COURSES AND PAVEMENTS 100 Selected Borrow Surface Course_
163
Gravel Surface Course__
166
Crushed Gravel or Crushed Stone Surface Course
171
Bituminous Prime Coat__
176
Bituminous Tack Coat____
179
Bituminous Preservative Treatment
181
Class A Seal Coats
189
Class A Surface Treatments____ 19
196
Class B1 Dense Graded RoadMix Surface 1
203
Class B2 Dense Graded PlantMix Surface Course_
211
Class C1 Dense Graded RoadMix Surface Course_
218
Item Page 123 Class C2 Open Graded RoadMix Surface Course
226
Class D Type D1 Mosaic Macadam Pavement Asphalt or tar
234
Class D Type D2 Three Application Macadam Pavement Asphalt or tar
240
Class E1 Macadam Pavement PlantMix Seal Coat Asphalt or tar
247
Class E2 Type EM Four Application Macadam Pavement Emulsified asphalt ___
261
Class F Type F1 Dense Graded PlantMix
267
Class F Type F2 Open Graded PlantMix
276
STRUCTURES
281
Concrete and Stone Masonry Bridges
283
Steel Bridges
288
Timber Bridges
291
Log Bridges
296
Log Culverts
298
Culverts and Retaining Walls
299
Concrete Classes A B D and S
300
206A Concrete Classes XA XB XC XX XY and XS
324
Reinforcing Steel
330
Structural Steel_
332

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Page 27 - ... unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God, or of the public enemy, acts of the Government...
Page 23 - The contractor shall hold and save the Government, its officers, agents, servants and employees, harmless from liability of any nature or kind, Including costs and expenses, for or on account of any patented or unpatented invention, article, or appliance manufactured or used In the performance of this contract, Including their use by th
Page 44 - ... measured horizontally, satisfactorily completed in accordance with the specifications. The price stipulated in this item shall include the furnishing...
Page 87 - Steel," as called for in the bid schedule, which price and payment shall constitute full compensation for the furnishing and placing of all materials; and for all labor, equipment, tools, and incidentals necessary to complete the item.
Page 10 - Officer in writing of: (1) subsurface or latent physical conditions at the site differing materially from those indicated in this contract, or (2) unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in work of the character provided for in this contract.
Page 54 - Overhaul (1,000 feet (300 meters) free haul)', as the case may be, which price and payment shall constitute full compensation for all labor, equipment, tools and incidentals necessary to complete the article.
Page 123 - ... constructed on the prepared subgrade in accordance with these specifications and in conformity with the lines, grades, thickness, and typical cross section shown on the plans or as directed by the Engineer.
Page 393 - The footage to be paid for shall be the actual number of linear feet of the pipe or arch, installed in place, completed and accepted. The measurement shall be as follows : Pipes and arches with square and vertical ends, end to end of metal, on center line of structure.
Page 112 - That portion of the filler, including any blended material, passing the No. 40 sieve shall have a liquid limit of not more than 25 and a plasticity index of not more than 6 when tested in accordance with AASHO, Methods T 89-42, T 90-42 and T 9 1-42.
Page 151 - An armored thermometer reading from 200 °F. to 400 °F. shall be fixed in the asphalt feed line at a suitable location near the discharge valve at the mixer unit. The plant shall be further equipped with an approved dial scale mercury actuated thermometer, an electric pyrometer, or other approved thermometric instrument so placed at the discharge chute of the dryer as to register automatically or indicate the temperature of the heated aggregate.

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