4070 search results for fla

521-660IndReviewPkg2

4F4 (pairs) (Typ.) Bars 4H1 & 4G OPTION 2 - ELEVATION VIEW to edge of Girder Flange Maintain, Flange Maintain pedestal depth Coping ¡ Light Pole Anchor Bolts (Typ.) Bars 4F (pairs) Bars 4H2

521-660FHWAReviewPkg

4F4 (pairs) (Typ.) Bars 4H1 & 4G OPTION 2 - ELEVATION VIEW to edge of Girder Flange Maintain, Flange Maintain pedestal depth Coping ¡ Light Pole Anchor Bolts (Typ.) Bars 4F (pairs) Bars 4H2

521-660FHWAReviewPkg2

of Girder Flange Maintain pedestal depth Coping ¡ Light Pole Anchor Bolts (Typ.) Bars 4F (pairs, VIEW to edge of Girder Flange Maintain pedestal depth Coping ¡ Light Pole Anchor Bolts (Typ

521-660FHWAApproved

of Girder Flange Maintain pedestal depth Coping ¡ Light Pole Anchor Bolts (Typ.) Bars 4F (pairs, VIEW to edge of Girder Flange Maintain pedestal depth Coping ¡ Light Pole Anchor Bolts (Typ

44737915201-ESTIMATES-QUANTITIES

1050803.impl

 105 CONTRACTORQUALITYCONTROLGENERALREQUIREMENTS. (REV7-6-15)(FA8-13-15)(1-16) SUBARTICLES105-8.3thru105-8.11aredeletedandreplacedwiththefollowing: 105-8.3TemporaryTrafficControl(MaintenanceofTraffic)Personnel:Worksite Traffic Supervisors, flaggers and other personnel responsible for work zone related transportation management and traffic control must obtain training and certification in accordance with the Department’s Temporary Traffic Control (Maintenance of Traffic) Training

SS1050000

by the Department will provide training for flaggers. 105-5.5 Earthwork Quality Control Personnel: 105-5.5.1

Design Standards 2000

-Type Sand-Cement Endwalls 270 1 of 1 00270s01.pdf Flared End Section 272 1-6 of 6 00272s1-6of6.pdf

Design Standards 2002

Endwalls - Single Round Pipe 268 1 of 1 268.pdf U-Type Sand-Cement Endwalls 270 1 of 1 270.pdf Flared End

Design Standards 2004

- Single Round Pipe 268 1 of 1 268.pdf U-Type Sand-Cement Endwalls 270 1 of 1 270.pdf Flared End

Design Standards eBook FY2012-2013

Endwalls 270 1 Flared End Section 272 6 Cross Drain Mitered End Section 273

Design Standards eBook 2013

270 1 Flared End Section 272 6 Cross Drain Mitered End Section 273 7 Side

Design Standards eBook 2014

- Single Round Pipe 268 U-Type Sand-Cement Endwalls 270 Flared End Section 272

Staff-Directors-Agenda-Package-Online-Version10.19

MPOAC-Governing-Board-Agenda-Package-Online-Version10.19

4620000-723FHWA

inches for flat ducts to prevent movement, displacement, or damage from concrete placement, or plasma torch within 3/4 inches to 1-1/2 inches away from the anchorage. 2. Flame cutting of PT

4620000-723FHWA2

, and 12 inches for flat ducts to prevent movement, displacement, or damage from concrete placement, . 2. Flame cutting of PT steel is not permitted. 3.Do not cut tendon to final length prior

400-289

INDEX CONCRETE BOX CULVERT DETAILS 11/01/23 6 8 400-289 2'-0" STRAIGHT WINGWALL FLARED, FLARED WINGWALL A A Culvert Extension Sufficient to Construct Remove Portions of Wingwalls Culvert

20240618_210428-6_SR55_34050

, SPALLING SPALLING, RAVELING BASE CHECK BASE CHECK BRIDGE LEAVE - FLAT BRANCH (340068, L122 L50 L56 L139 L133 REMARKS: 0.8 Concrete 1.5 Bridge Approach 21.312 L2 340941 FLAT BRANCH, 20.025 L1 340039 WACCASASSA 0.9 Concrete 1.7 Bridge Approach 21.295 L1 340941 FLAT BRANCH 0.7 0.8 Concrete 1.5 Bridge Leave 21.316 R2 340068 FLAT BRANCH 0.8 0.9 1.3 Concrete 2.1 Bridge Approach 21.324 R1 340068 FLAT BRANCH 0.8 1.3 Concrete 2.1 Bridge Leave 20.052 R2 340066 WACCASASSA 0.8 T H

SP4550100DTwoTP

for reducing friction and corrosion, inside a constant-diameter pipe that rests on a flat plate attached