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7000000.FHWA

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450-254

* Reinforcing steel is symmetrical of bottom flange only) " Chamfer (Typ. bottom ƀ 1 top flange only, with of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical, ) (Bars 4F and 4M are Paired with (Typ.) Bars 5K (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the Ƃ (Bars 3D2 Not Shown, .) as ( ) (Shown Bars A (Typ.) Pipe Drain of Beam Top Flange Top of Diaphragm Intermediate Top

450-263

3D2 as shown (Typ.) with Bars 5L Bars 4C place top flange only) (Typ. bottom of Ƃ" Chamfer of bottom flange only) " Chamfer (Typ. bottom ƀ 1 Sections A-A and B-B. about � Beam for Half, .) Bars 5K (Typ.) Bars 4M (Typ.) Bars 3D1 (Typ.) Bars 5L of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical Face Ƃ Bars 5K as shown) (Bars 4F and 4M are Paired with Beam End of (Typ.) Bars 5K (Typ.) Bars 4M Flange (Typ.) Underside

450-272

(Typ.) Bars 3D1 lap with Bars 3D2 (Typ.) Strand N of bottom flange only) " Chamfer (Typ. bottom ƀ 1 Sections A-A and B-B. about � Beam for Half * Reinforcing steel is symmetrical top flange, of Bars 5K as shown) (Bars 4F and 4M are Paired with (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the Ƃ Bars 5K as shown) (Bars, (Typ.) Bars 4M (Typ.) Bars 5K of the Top Flange (Typ.) of the Top Flange and Web and Underside

450-248

with (Typ.) Strand N shown as ( ) Note: Bars A are of bottom flange only) " Chamfer (Typ. bottom ƀ 1 top flange only) (Typ. bottom of Ƃ" Chamfer (Typ.) Bars 3D1 (Typ.) Bars 3D2 Pipe, 450-248 of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along, (Typ.) Bars 5K Bars 5K as shown) (Bars 4F and 4M are Paired with Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the 4 3 Beam End of Bars

F5005BidQA2

Connection • Spud Coupling and Flange for 1-1/2” To p S p u d • Sweat Solder Adapter with Cover Tube and Wall Flange • High Copper, L ow Zinc Brass Casting for Dezincification Resistance • 36-hour

450-248

with (Typ.) Strand N shown as ( ) Note: Bars A are of bottom flange only) " Chamfer (Typ. bottom ƀ 1 top flange only) (Typ. bottom of Ƃ" Chamfer (Typ.) Bars 3D1 (Typ.) Bars 3D2 Pipe Drain, of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical, .) Bars 5K Bars 5K as shown) (Bars 4F and 4M are Paired with Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the 4 3 Beam End of Bars 5K

450-254

* Reinforcing steel is symmetrical of bottom flange only) " Chamfer (Typ. bottom ƀ 1 top flange only, with of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical Face Ƃ, 4F and 4M are Paired with (Typ.) Bars 5K (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the Ƃ (Bars 3D2 Not Shown For Clarity, Bars A (Typ.) Pipe Drain of Beam Top Flange Top of Diaphragm Intermediate Top of (Typ.) Bars

450-263

as shown (Typ.) with Bars 5L Bars 4C place top flange only) (Typ. bottom of Ƃ" Chamfer of bottom flange only) " Chamfer (Typ. bottom ƀ 1 Sections A-A and B-B. about � Beam for Half, .) Bars 5K (Typ.) Bars 4M (Typ.) Bars 3D1 (Typ.) Bars 5L of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical Face Ƃ Bars 5K as shown) (Bars 4F and 4M are Paired with Beam End of (Typ.) Bars 5K (Typ.) Bars 4M Flange (Typ.) Underside of the Top

450-272

.) Bars 3D1 lap with Bars 3D2 (Typ.) Strand N of bottom flange only) " Chamfer (Typ. bottom ƀ 1 Sections A-A and B-B. about � Beam for Half * Reinforcing steel is symmetrical top flange only, 5K as shown) (Bars 4F and 4M are Paired with (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the Ƃ Bars 5K as shown) (Bars 4F, .) Bars 4M (Typ.) Bars 5K of the Top Flange (Typ.) of the Top Flange and Web and Underside

bolt flowchart

bolted field splice will consist of 3 assemblies (i.e., three bolt lengths -top flange, web and bottom flange). Note: Snugging usually starts at the most rigid part of connection and progress

4500301-724IMPL

or removed before the 72 hour curing period is complete, the top flange dormant strands may be released, in the bearing areas and edges of the top flange, a minor spall is defined as a spall not larger than 2.0, with 450-13.5. Spalls located at the edges of the top flange are considered minor spalls as follows: 1. A spall on one edge of the top flange, without a coincident spall on the other edge of the top flange, are not greater than 25% of the width of the top flange. 2. Coincident spalls on opposite edges

SS4500902

of the first layer will be such that the top of the concrete is slightly above the top of the bottom flange, the bottom of the top flange. Fill the beam forms by the last layer. SUBARTICLE 450-12.4 (Page 492

450-248

with (Typ.) Strand N shown as ( ) Note: Bars A are of bottom flange only) " Chamfer (Typ. bottom ƀ 1 top flange only) (Typ. bottom of Ƃ" Chamfer (Typ.) Bars 3D1 (Typ.) Bars 3D2 Pipe Drain, of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical Face 4, .) Bars 5K Bars 5K as shown) (Bars 4F and 4M are Paired with Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the 4 3 Beam End of Bars 5K as shown

450-272

.) Bars 3D1 lap with Bars 3D2 (Typ.) Strand N of bottom flange only) " Chamfer (Typ. bottom ƀ 1 Sections A-A and B-B. about � Beam for Half * Reinforcing steel is symmetrical top flange only, as shown) (Bars 4F and 4M are Paired with (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange and Web and Vertical Face of the Top " Chamfer along the Ƃ Bars 5K as shown) (Bars 4F and 4M, (Typ.) Bars 5K of the Top Flange (Typ.) of the Top Flange and Web and Underside " Chamfer

450-254

* Reinforcing steel is symmetrical of bottom flange only) " Chamfer (Typ. bottom ƀ 1 top flange only, Flange (Typ.) of the Top Flange and Web and Underside " Chamfer along the Vertical Face Ƃ (Typ, and 4M are Paired with (Typ.) Bars 5K (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange, A (Typ.) Pipe Drain of Beam Top Flange Top of Diaphragm Intermediate Top of (Typ.) Bars 4H of Beam Flange Bottom Top of (Typ.) Bars 5K (Typ.) Bars 5K for Skew as Required Field Bend

450-263

as shown (Typ.) with Bars 5L Bars 4C place top flange only) (Typ. bottom of Ƃ" Chamfer of bottom flange only) " Chamfer (Typ. bottom ƀ 1 Sections A-A and B-B. about � Beam for Half, (Typ.) Bars 4M (Typ.) Bars 3D1 (Typ.) Bars 5L of the Top Flange (Typ.) of the Top Flange, are Paired with Beam End of (Typ.) Bars 5K (Typ.) Bars 4M Flange (Typ.) Underside of the Top Flange, Flange Bottom Top of of Beam Top Flange Top of (Typ.) Bars 5K Diaphragm Intermediate Top

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Specrev3

is expanded by the following new Article: 7-31 Cargo Preference Act – Use of United States-flag vessels. PursuanttoTitle46CFRPart381,the Contractor agrees 1.Toutilizeprivatelyowned United States-flag, and reasonable rates for United States-flag commercial vessels