Uncategorized files

Showing below up to 50 results in range #8,501 to #8,550.

• 
  751.40 Slab Drain Details (Raising Standard Slab Drains) Part Section of Drain.gif 532 × 367; 9 KB
  
• 
  751.40 Slab Drain Details (Variable Depth Girders) Part Elevation of Slab at Drain.gif 464 × 334; 11 KB
  
• 
  751.40 Slab Drain Details (Variable Depth Girders) Typ Section Straight Drain.gif 330 × 247; 5 KB
  
• 
  751.40 Slab Reinf - Edge Beam Detail.gif 564 × 309; 6 KB
  
• 
  751.40 Slab Reinf - Negative Moment.gif 553 × 275; 13 KB
  
• 
  751.40 Slab Reinf - Positive Moment.gif 550 × 255; 11 KB
  
• 
  751.40 Slab Shear Stress Diagram.gif 394 × 156; 5 KB
  
• 
  751.40 Slab Shear Stress Elevation.gif 633 × 140; 4 KB
  
• 
  751.40 Slabs - Hollow End Spans.gif 567 × 282; 12 KB
  
• 
  751.40 Slabs - Hollow Intermediate Spans.gif 589 × 285; 13 KB
  
• 
  751.40 Slabs - Hollow Part Plan Skewed Detail.gif 184 × 157; 3 KB
  
• 
  751.40 Slabs - Solid End Spans.gif 564 × 260; 10 KB
  
• 
  751.40 Slabs - Solid Intermediate Spans.gif 576 × 279; 10 KB
  
• 
  751.40 Slabs Design Assumptions Diagram.gif 601 × 339; 12 KB
  
• 
  751.40 Structural Model.gif 561 × 446; 16 KB
  
• 
  751.40 Subgrade Modulus with Depth for Clay.gif 536 × 565; 20 KB
  
• 
  751.40 Subgrade Modulus with Depth for Sand.gif 467 × 450; 16 KB
  
• 
  751.40 Substructure Repair.gif 744 × 500; 25 KB
  
• 
  751.40 Temporary Traffic Control Device Section Thru Roadway.gif 744 × 500; 25 KB
  
• 
  751.40 Temporary Traffic Control Device Section Thru Roadway.jpg 322 × 203; 17 KB
  
• 
  751.40 Temporary Traffic Control Device Section Thru Roadway July 20, 2011.jpg 871 × 583; 48 KB
  
• 
  751.40 Temporary Traffic Control Device Section Thru Roadway July 2011.jpg 567 × 293; 34 KB
  
• 
  751.40 Widen and Repair- Field Flange Splice- Bolted- Flange Width Transition.gif 501 × 184; 8 KB
  
• 
  751.40 Widen and Repair- Field Flange Splice- Bolted.gif 435 × 327; 4 KB
  
• 
  751.40 Widen and Repair- Field Flange Splice- Bolted Four Row Splice.gif 469 × 587; 8 KB
  
• 
  751.40 Widen and Repair Design Assumptions- Horizontally Curved Girders Design Procedure.gif 459 × 184; 3 KB
  
• 
  751.40 Widen and Repair Design Assumptions- Initial Girder Design.gif 799 × 251; 10 KB
  
• 
  751.40 Widen and Repair Design Assumptions- PCP on Steel Shear Connector- B.gif 635 × 306; 14 KB
  
• 
  751.40 Widen and Repair Design Assumptions- PCP on Steel Shear Connector.gif 603 × 546; 17 KB
  
• 
  751.40 Widen and Repair Design Assumptions- Shear Connectors Spacing 2 2 1.gif 640 × 464; 19 KB
  
• 
  751.40 circled 1.gif 25 × 25; 976 bytes
  
• 
  751.40 circled 2.gif 23 × 21; 985 bytes
  
• 
  751.40 circled 3.gif 24 × 23; 986 bytes
  
• 
  751.40 circled 4.gif 24 × 24; 982 bytes
  
• 
  751.40 circled 5.gif 25 × 24; 990 bytes
  
• 
  751.40 circled 6.gif 744 × 500; 25 KB
  
• 
  751.40 conc pile cap int end bents-interior wing design.gif 253 × 168; 3 KB
  
• 
  751.40 conc pile cap int end bents-intermediate wing sectin a-a(seismic).gif 473 × 335; 10 KB
  
• 
  751.40 conc pile cap int end bents-intermediate wing sectin b-b(seismic).gif 174 × 357; 3 KB
  
• 
  751.40 conc pile cap int end bents-intermediate wing sectin b-b.gif 177 × 312; 3 KB
  
• 
  751.40 conc pile cap int end bents-intermediate wing sectin c-c.gif 387 × 260; 6 KB
  
• 
  751.40 conc pile cap int end bents-section near intermediate wing(seismic).gif 457 × 356; 10 KB
  
• 
  751.40 conc pile cap int end bents-section near intermediate wing.gif 433 × 312; 6 KB
  
• 
  751.40 concrete wearing surface-typical elevation of exist curb outlet showing limits of epoxy se.gif 744 × 500; 25 KB
  
• 
  751.40 concrete wearing surface-typical elevation of exist curb outlet showing limits of epoxy seal.gif 417 × 282; 5 KB
  
• 
  751.40 concrete wearing surface-typical section of exist curb outlet showing limits of epoxy seal.gif 489 × 267; 9 KB
  
• 
  751.40 critical section at d dist from face of column.gif 262 × 230; 4 KB
  
• 
  751.40 critical section at d divided by 2 dist from face of column.gif 377 × 268; 5 KB
  
• 
  751.40 general superstructure-Geometrics for Hanger Beam Connections for Bridges on Crown Vertica.gif 744 × 500; 25 KB
  
• 
  751.40 general superstructure-Geometrics for Hanger Beam Connections for Bridges on Crown Vertical Curves.gif 575 × 350; 12 KB