1013.16.3 Shafts and Ordinary Bearings: Comply with ASTM
B22, Alloy C90500 .
1013.16.4 Gears, Nuts Transmitting Motion, and Other Parts
Involving Stresses Other Than Compression: Comply with ASTM B22, Alloy C90500 .
1013.17 BABBITT METAL. Comply with ASTM B23, Alloy 3.
1013.18 Steel for Center Dis Cs (Movable Bridges) .
Comply with ASTM A668, Class F.
1013.19 STEEL FOR KEYS (MOVA BLE BRIDGES). Comply with
1013.15 or ASTM A668, Class D.
1013.20 Seamle Ss Steel Pipe and Tu Bing for
HYDRAULIC LINES. Carbon steel pipe for hydraulic lines shall comply with ASTM A106, Grade B. Fittings for hydraulic lines shall comply with ASTM A105. Stainless steel tubing shall be seamless austenitic stainless steel and shall comply with ASTM A269.
1013.21 Galvanized Steel Pip E Railings.
1013.21.1 Galvanized Steel Pipe: Galvanized steel pipe shall be
standard weight complying with ASTM A53.
1013.21.2 Fittings and Castings: Fittings and castings for steel
pipe shall be malleable iron or cast steel complying with ASTM A47, Grade 32510 or ASTM A27, Grade 70 -36. Fittings and castings shall be galvanized in accordance with ASTM A153. Make repairs to galvanized surfaces in accordance with 811.08 . For each heat or foundry pour of iron or steel post casting, the Certificates of Analysis shall give chemical and physical test results, including the ounces per square foot of galvanized coating applied. These res ults shall be on file and accessible for review by the Department if requested.
1013.22 STEEL PIPE AND TUBIN G FOR BRIDGE RAILING . Steel
pipe shall be standard weight ASTM A53, Grade B pipe. Rectangular tubing sections shall be ASTM A500, Grade B or ASTM A501, Grade B. Other railing components shall meet the requirements of AASHTO M270,
1013.16.3 Shafts and Ordinary Bearings: Comply with ASTM
B22, Alloy C90500 .
1013.16.4 Gears, Nuts Transmitting Motion, and Other Parts
Involving Stresses Other Than Compression: Comply with ASTM B22, Alloy C90500 .
1013.17 BABBITT METAL. Comply with ASTM B23, Alloy 3.
1013.18 Steel for Center Dis Cs (Movable Bridges) .
Comply with ASTM A668, Class F.
1013.19 STEEL FOR KEYS (MOVA BLE BRIDGES). Comply with
1013.15 or ASTM A668, Class D.
1013.20 Seamle Ss Steel Pipe and Tu Bing for
HYDRAULIC LINES. Carbon steel pipe for hydraulic lines shall comply with ASTM A106, Grade B. Fittings for hydraulic lines shall comply with ASTM A105. Stainless steel tubing shall be seamless austenitic stainless steel and shall comply with ASTM A269.
1013.21 Galvanized Steel Pip E Railings.
1013.21.1 Galvanized Steel Pipe: Galvanized steel pipe shall be
standard weight complying with ASTM A53.
1013.21.2 Fittings and Castings: Fittings and castings for steel
pipe shall be malleable iron or cast steel complying with ASTM A47, Grade 32510 or ASTM A27, Grade 70 -36. Fittings and castings shall be galvanized in accordance with ASTM A153. Make repairs to galvanized surfaces in accordance with 811.08 . For each heat or foundry pour of iron or steel post casting, the Certificates of Analysis shall give chemical and physical test results, including the ounces per square foot of galvanized coating applied. These res ults shall be on file and accessible for review by the Department if requested.
1013.22 STEEL PIPE AND TUBIN G FOR BRIDGE RAILING . Steel
pipe shall be standard weight ASTM A53, Grade B pipe. Rectangular tubing sections shall be ASTM A500, Grade B or ASTM A501, Grade B. Other railing components shall meet the requirements of AASHTO M270,
1013.16.3 Shafts and Ordinary Bearings: Comply with ASTM
B22, Alloy C90500 .
1013.16.4 Gears, Nuts Transmitting Motion, and Other Parts
Involving Stresses Other Than Compression: Comply with ASTM B22, Alloy C90500 .
1013.17 BABBITT METAL. Comply with ASTM B23, Alloy 3.
1013.18 Steel for Center Dis Cs (Movable Bridges) .
Comply with ASTM A668, Class F.
1013.19 STEEL FOR KEYS (MOVA BLE BRIDGES). Comply with
1013.15 or ASTM A668, Class D.
1013.20 Seamle Ss Steel Pipe and Tu Bing for
HYDRAULIC LINES. Carbon steel pipe for hydraulic lines shall comply with ASTM A106, Grade B. Fittings for hydraulic lines shall comply with ASTM A105. Stainless steel tubing shall be seamless austenitic stainless steel and shall comply with ASTM A269.
1013.21 Galvanized Steel Pip E Railings.
1013.21.1 Galvanized Steel Pipe: Galvanized steel pipe shall be
standard weight complying with ASTM A53.
1013.21.2 Fittings and Castings: Fittings and castings for steel
pipe shall be malleable iron or cast steel complying with ASTM A47, Grade 32510 or ASTM A27, Grade 70 -36. Fittings and castings shall be galvanized in accordance with ASTM A153. Make repairs to galvanized surfaces in accordance with 811.08 . For each heat or foundry pour of iron or steel post casting, the Certificates of Analysis shall give chemical and physical test results, including the ounces per square foot of galvanized coating applied. These res ults shall be on file and accessible for review by the Department if requested.
1013.22 STEEL PIPE AND TUBIN G FOR BRIDGE RAILING . Steel
pipe shall be standard weight ASTM A53, Grade B pipe. Rectangular tubing sections shall be ASTM A500, Grade B or ASTM A501, Grade B. Other railing components shall meet the requirements of AASHTO M270,
1013.16.3 Shafts and Ordinary Bearings: Comply with ASTM
B22, Alloy C90500 .
1013.16.4 Gears, Nuts Transmitting Motion, and Other Parts
Involving Stresses Other Than Compression: Comply with ASTM B22, Alloy C90500 .
1013.17 BABBITT METAL. Comply with ASTM B23, Alloy 3.
1013.18 Steel for Center Dis Cs (Movable Bridges) .
Comply with ASTM A668, Class F.
1013.19 STEEL FOR KEYS (MOVA BLE BRIDGES). Comply with
1013.15 or ASTM A668, Class D.
1013.20 Seamle Ss Steel Pipe and Tu Bing for
HYDRAULIC LINES. Carbon steel pipe for hydraulic lines shall comply with ASTM A106, Grade B. Fittings for hydraulic lines shall comply with ASTM A105. Stainless steel tubing shall be seamless austenitic stainless steel and shall comply with ASTM A269.
1013.21 Galvanized Steel Pip E Railings.
1013.21.1 Galvanized Steel Pipe: Galvanized steel pipe shall be
standard weight complying with ASTM A53.
1013.21.2 Fittings and Castings: Fittings and castings for steel
pipe shall be malleable iron or cast steel complying with ASTM A47, Grade 32510 or ASTM A27, Grade 70 -36. Fittings and castings shall be galvanized in accordance with ASTM A153. Make repairs to galvanized surfaces in accordance with 811.08 . For each heat or foundry pour of iron or steel post casting, the Certificates of Analysis shall give chemical and physical test results, including the ounces per square foot of galvanized coating applied. These res ults shall be on file and accessible for review by the Department if requested.
1013.22 STEEL PIPE AND TUBIN G FOR BRIDGE RAILING . Steel
pipe shall be standard weight ASTM A53, Grade B pipe. Rectangular tubing sections shall be ASTM A500, Grade B or ASTM A501, Grade B. Other railing components shall meet the requirements of AASHTO M270, Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Grade 50 except that the maximum tensile strength requirement will be waived.
1013.23 ALUMINUM FOR BRIDGE RAILING. Aluminum pipe,
tubing, and structural shapes shall conform to ASTM B221 or ASTM B429, Alloy 6061 -T6. Base plates and post caps shall conform to ASTM B209, Alloy 6061 -T6.
1013.24 STEEL FOR OPEN GRID BRIDGE FLOORING. Comply
with 1013.01 .
1013.25 DUCTILE CAST IRON BE ARINGS. Comply with ASTM
A536.
1013.26 SHEAR CONNECTORS. Shear connector studs shall be Type
B studs complying with ANSI/AASHTO/AWS D 1.5, Bridge Welding Code .
1013.27 CONCRETE ANCHOR STUD S. Concrete anchor studs used
for end dam plates, bearing plates or other concrete anchorage shall be Type A studs complying with the latest edition of ANSI/AASHTO/AWS D1.5, Bridge Welding Code.
1013.28 STEEL FOR STAY -IN-PLACE FORMS. Comply with
ASTM A653 with a minimum G 165 coating for non -corrosive environm ents, G235 for corrosive environments and G235 with polymer coating for coastal environment s. Section 1014 Timber, Timber Connectors, and Preservatives
1014.01 STRUCTURAL TIMBER AN D LUMBER. Structural timber
and lumber shall be qualified products as determined by the Cons truction Fabrication Unit. For species and grade of structural timber and lumber comply with AASHTO M 168 and the following requirements.
1014.01.1 Southern Pine. For Southern Pine lumber, comply with
the latest version of the Standard Grading Rules for Southern Pine Lumber published by the Southern Pine Inspection Bureau (SPIB). Use the appropriate grade of lumber as designated in the plans or specifications.
1.Caps, stringers, decking, and bridge rails shall be Grade No. 1 Dense Timbers.
2.Items other than caps, s tringers, decking, and bridge rail shall be Grade No. 1 Timbers.
1014.01.2 Douglas Fir. For Douglas Fir lumber, comply with the
latest version of the Standard Grading Rules for Western Lumber published by the West Coast Lumber Inspection Bureau (WCLB) or Western Lumber Grading Rules published by Western Wood Products Association (WWPA). Use the appropriate grade of lumber as designated in the plans or specifications. Comply with the following:
1.Caps, stringers, decking, and bridge rail shall be composed of “Select Structural” members.
2.Items other than caps, stringers, decking, and bridge rail shall be composed of Grade 1 members.
1014.01.3 Structural Glued Laminated Timber (GLULAM).
Structural glued laminated timber (glulam) shall be qualified products as determined by th e DOTD Construction Fabrication Unit. Glulam shall comply with AASHTO M -168 and meet the requirements of ANSI A190.1
1014.02 Timber Piles, Poles, Posts, and Braces.
1014.02.1 Timber Piles: Timber piles shall be Class B Southern
Yellow Pine or Douglas Fir and shall compl y with ASTM D25.
1014.02.2 Timber Poles: For timber poles, use Southern Pine or
Douglas Fir and comply with ANSI 05.1.
Source: Louisiana Standard Specifications for Roads and Bridges, 2016 Edition. Pages 1068–1069 of 1,145.