Category:1080 Structural Steel Fabrication - Revision history

Hoskir: /* 1080.2 Fabrication Inspection Shipment Release (FISR) */ updated per RR3726

2023-07-10T20:34:22Z

1080.2 Fabrication Inspection Shipment Release (FISR): updated per RR3726

← Older revision		Revision as of 15:34, 10 July 2023
Line 104:		Line 104:
	===1080.2.1 Items with Shop Drawings Reviewed and Inspected by Bridge Division Fabrication Section===		===1080.2.1 Items with Shop Drawings Reviewed and Inspected by Bridge Division Fabrication Section===

	Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.		Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address [mailto:Fabrication@modot.mo.gov Fabrication@modot.mo.gov] is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.

	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 607] pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 607] pay items which are:'''
	:* Ornamental/Décor/Chain Link Fences and Handrails on bridges and retaining walls which are assigned Bridge No’s.		:*Ornamental/Décor/Chain Link Fences and Handrails on bridges and retaining walls which are assigned Bridge No’s.
	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 712] pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 712] pay items which are:'''
	:* Finger Plate Expansion Device		:*Finger Plate Expansion Device
	:* Flat Plate Expansion Device		:*Flat Plate Expansion Device
	:* Bridge Mounted Sign Support Brackets		:*Bridge Mounted Sign Support Brackets
	:* Steel or Cast Bearings & Anchor Bolts		:*Steel or Cast Bearings & Anchor Bolts
	:* Bridge Girders & Beam Fabricated Steel Parts		:*Bridge Girders & Beam Fabricated Steel Parts
	:* Bridge Retrofit Steel Parts, Beams, Angles, Channels, WT’s, Restrainers, Plates, etc.		:*Bridge Retrofit Steel Parts, Beams, Angles, Channels, WT’s, Restrainers, Plates, etc.
	:* Bridge Truss Fabricated Steel Parts		:*Bridge Truss Fabricated Steel Parts
	:* Cable Stay Fabricated Steel Parts		:*Cable Stay Fabricated Steel Parts
	:* Clam Shells or Jackets for Pier Columns		:*Clam Shells or Jackets for Pier Columns
	:* Steel grid floor		:*Steel grid floor
	:* Drain scuppers		:*Drain scuppers
	:* Steel Box Cross-Girder Beam Caps & Doors		:*Steel Box Cross-Girder Beam Caps & Doors
	:* Fabrication Shop Applied Paint		:*Fabrication Shop Applied Paint
	:* Bridge Rail (Two Tube Structural Steel)		:*Bridge Rail (Two Tube Structural Steel)
	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 713] pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 713] pay items which are:'''
	:* Bridge Guardrail (W or Thrie Beam) (Do not inspect rail, but do inspect fabricated items requiring shop drawings)		:*Bridge Guardrail (W or Thrie Beam) (Do not inspect rail, but do inspect fabricated items requiring shop drawings)
	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 716] pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 716] pay items which are:'''
	:* Laminated Neoprene Bearing Pad Assembly & Anchor Bolts		:*Laminated Neoprene Bearing Pad Assembly & Anchor Bolts
	:* Type N PTFE Bearing & Anchor Bolts		:*Type N PTFE Bearing & Anchor Bolts
	:* POT Bearing & Anchor Bolts		:*POT Bearing & Anchor Bolts
	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 717] pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 717] pay items which are:'''
	:'''Expansion Joint Systems''' (Must have fabricated steel armor)		:'''Expansion Joint Systems''' (Must have fabricated steel armor)
	:* Preformed Compression Expansion Joint System		:*Preformed Compression Expansion Joint System
	:* Strip Seal Expansion Joint System		:*Strip Seal Expansion Joint System
	:* Modular Expansion Joint System		:*Modular Expansion Joint System
	:* Other Expansion Joint Systems		:*Other Expansion Joint Systems
	:* Steel Parts for Neoprene Troughs at Expansion Joints		:*Steel Parts for Neoprene Troughs at Expansion Joints
	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 718]'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 718]'''
	:* Temporary Bridge Steel Parts		:*Temporary Bridge Steel Parts
	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 900’s]'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 900’s]'''
	:* High Mast Lighting Poles		:*High Mast Lighting Poles
	:* Inspection Walkways		:*Inspection Walkways
	:* Sign Truss Walkways		:*Sign Truss Walkways
	:* Dynamic Message Sign Trusses		:*Dynamic Message Sign Trusses
	:* Overhead Sign Trusses - Aluminum ([https://www.modot.org/media/16927 Std. Plan 903.10]) & Anchor bolts		:*Overhead Sign Trusses - Aluminum ([https://www.modot.org/media/16927 Std. Plan 903.10]) & Anchor bolts
	:* Butterfly Sign Trusses - Steel ([https://www.modot.org/media/16928 Std. Plan 903.12]) & Anchor bolts		:*Butterfly Sign Trusses - Steel ([https://www.modot.org/media/16928 Std. Plan 903.12]) & Anchor bolts
	:* Cantilever Sign Trusses - Steel (Std. Plan 903.12) & Anchor bolts		:*Cantilever Sign Trusses - Steel ([https://www.modot.org/media/16928 Std. Plan 903.12]) & Anchor bolts
	:* Overhead Sign Trusses - Steel ([https://www.modot.org/media/16929 Std. Plan 903.60]) & Anchor bolts		:*Overhead Sign Trusses - Steel ([https://www.modot.org/media/16929 Std. Plan 903.60]) & Anchor bolts

	===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===		===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===
Line 154:		Line 154:
	:* P/S Concrete Girders and Beams		:* P/S Concrete Girders and Beams
	:* P/S Concrete Deck Panels		:* P/S Concrete Deck Panels
	:* Precast Concrete Culverts (reviewed by Bridge Division Final Design Staff)		:* Precast Concrete Culverts (non-standard designs, reviewed by Bridge Division Final Design Staff)
	:* SIP Deck Forms		:* SIP Deck Forms
	:* MSE Walls and Soil Nail Walls with Bridge No.’s		:* MSE Walls and Soil Nail Walls with Bridge No.’s
	~~:* MSE Walls and Soil Nail Walls done by District is Reviewed by the District~~
	:* Structural Plate Pipe and Pipe Arches ([https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1023])		:* Structural Plate Pipe and Pipe Arches ([https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1023])

	===1080.2.3 Items Bridge Division Fabrication Section Does Not Review and Inspect===		===1080.2.3 Items Bridge Division Fabrication Section Does Not Review and Inspect===

	:* Anything in Standard Plans book except [https://www.modot.org/media/16927 Std. Plan 903.10], [https://www.modot.org/media/16928 Std. Plan 903.12] and [https://www.modot.org/media/16929 Std. Plan 903.60] which is listed above.		:*Anything in Standard Plans book except [https://www.modot.org/media/16927 Std. Plan 903.10], [https://www.modot.org/media/16928 Std. Plan 903.12] and [https://www.modot.org/media/16929 Std. Plan 903.60] which is listed above.
	:* Precast Drop Inlets		:*Precast Drop Inlets
	:* Anything made of wood or rubber		:*Precast Concrete Culverts (standard designs per Sec 1049.4, ASTM C1577)
	:* Ornamental/Décor/Chain Link Fences and Handrails (not on bridges and retaining walls not assigned Bridge No.’s)		:*Anything made of wood or rubber
	:* Piling		:*Ornamental/Décor/Chain Link Fences and Handrails (not on bridges and retaining walls not assigned Bridge No.’s)
	:* Reinforcing Steel		:*Piling
	:* Steel Diaphragms for P/S Concrete Girders		:*Reinforcing Steel
	:* PVC drains		:*Steel Diaphragms for P/S Concrete Girders
	:* Standard 8 x 4 slab drains		:*PVC drains
	:* Deadman Anchors Components		:*Standard 8 x 4 slab drains
	:* ~~Caissons (~~Drilled Shaft Casing)		:*Deadman Anchors Components
	:* Cofferdams (unless otherwise stipulated by contract documents)		:*Drilled Shaft Casing
	:* Falsework (unless otherwise stipulated by contract documents)		:*Cofferdams (unless otherwise stipulated by contract documents)
	:* Sway bracing		:*Falsework (unless otherwise stipulated by contract documents)
	:* Bar Dams		:*MSE Walls and Soil Nail Walls done by District (No Bridge # assigned)
	:* Grates & Frames for Drainage systems		:*Sway bracing
	:* Field Applied Paint		:*Bar Dams
	:* Roadway Guardrail		:*Grates & Frames for Drainage systems
	:* Sound Walls		:*Field Applied Paint
	:* High Mast Lighting <u>Fixtures</u>		:*Roadway Guardrail
	:* Signal Poles		:*Sound Walls
	:* Light Poles		:*High Mast Lighting <u>Fixtures</u>
	:* Sign Poles		:*Signal Poles
	:* Highway Signs Posts Type S, C or B ([https://www.modot.org/media/16923 Std. Plan 903.05], [https://www.modot.org/media/16924 Std. Plan 903.06], [https://www.modot.org/media/16925 Std. Plan 903.07], [https://www.modot.org/media/16926 Std. Plan 903.08])		:*Light Poles
	:* Galvanizing (Inspected by Materials)		:*Sign Poles
	:* Metal Culverts		:*Highway Signs Posts Type S, C or B ([https://www.modot.org/media/16923 Std. Plan 903.05], [https://www.modot.org/media/16924 Std. Plan 903.06], [https://www.modot.org/media/16925 Std. Plan 903.07], [https://www.modot.org/media/16926 Std. Plan 903.08])
			:*Galvanizing (Inspected by Materials)
			:*Metal Culverts

Smithk at 13:39, 20 August 2020

2020-08-20T13:39:53Z

← Older revision		Revision as of 08:39, 20 August 2020
Line 104:		Line 104:
	===1080.2.1 Items with Shop Drawings Reviewed and Inspected by Bridge Division Fabrication Section===		===1080.2.1 Items with Shop Drawings Reviewed and Inspected by Bridge Division Fabrication Section===

	Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address ~~mailto:~~Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.		Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.

	'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 607] pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 607] pay items which are:'''
Line 150:		Line 150:
	===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===		===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===

	Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and will not have release FISRs issued. Group email address ~~mailto:~~Fabrication@modot.mo.gov is to be used for submitting shop drawings, Request For Information (RFI), etc.		Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and will not have release FISRs issued. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Request For Information (RFI), etc.

	:* P/S Concrete Girders and Beams		:* P/S Concrete Girders and Beams

Smithk: Per BR, minor clarifications

2020-08-20T13:23:41Z

Per BR, minor clarifications

← Older revision		Revision as of 08:23, 20 August 2020
Line 104:		Line 104:
	===1080.2.1 Items with Shop Drawings Reviewed and Inspected by Bridge Division Fabrication Section===		===1080.2.1 Items with Shop Drawings Reviewed and Inspected by Bridge Division Fabrication Section===

	Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.		Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address mailto:Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.

	'''Sec 607 pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 607] pay items which are:'''
	:* Ornamental/Décor/Chain Link Fences and Handrails on bridges and retaining walls which are assigned Bridge No’s.		:* Ornamental/Décor/Chain Link Fences and Handrails on bridges and retaining walls which are assigned Bridge No’s.
	'''Sec 712 pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 712] pay items which are:'''
	:* Finger Plate Expansion Device		:* Finger Plate Expansion Device
	:* Flat Plate Expansion Device		:* Flat Plate Expansion Device
Line 123:		Line 123:
	:* Fabrication Shop Applied Paint		:* Fabrication Shop Applied Paint
	:* Bridge Rail (Two Tube Structural Steel)		:* Bridge Rail (Two Tube Structural Steel)
	'''Sec 713 pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 713] pay items which are:'''
	:* Bridge Guardrail (W or Thrie Beam) (Do not inspect rail, but do inspect fabricated items requiring shop drawings)		:* Bridge Guardrail (W or Thrie Beam) (Do not inspect rail, but do inspect fabricated items requiring shop drawings)
	'''Sec 716 pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 716] pay items which are:'''
	:* Laminated Neoprene Bearing Pad Assembly & Anchor Bolts		:* Laminated Neoprene Bearing Pad Assembly & Anchor Bolts
	:* Type N PTFE Bearing & Anchor Bolts		:* Type N PTFE Bearing & Anchor Bolts
	:* POT Bearing & Anchor Bolts		:* POT Bearing & Anchor Bolts
	'''Sec 717 pay items which are:'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 717] pay items which are:'''
	:'''Expansion Joint Systems''' (Must have fabricated steel armor)		:'''Expansion Joint Systems''' (Must have fabricated steel armor)
	:* Preformed Compression Expansion Joint System		:* Preformed Compression Expansion Joint System
Line 136:		Line 136:
	:* Other Expansion Joint Systems		:* Other Expansion Joint Systems
	:* Steel Parts for Neoprene Troughs at Expansion Joints		:* Steel Parts for Neoprene Troughs at Expansion Joints
	'''Sec 718'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 718]'''
	:* Temporary Bridge Steel Parts		:* Temporary Bridge Steel Parts
	'''Sec 900’s'''		'''[https://www.modot.org/missouri-standard-specifications-highway-construction Sec 900’s]'''
	:* High Mast Lighting Poles		:* High Mast Lighting Poles
	:* Inspection Walkways		:* Inspection Walkways
Line 150:		Line 150:
	===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===		===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===

	Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and will not have release FISRs issued. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Request For Information (RFI), etc.		Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and will not have release FISRs issued. Group email address mailto:Fabrication@modot.mo.gov is to be used for submitting shop drawings, Request For Information (RFI), etc.

	:* P/S Concrete Girders and Beams		:* P/S Concrete Girders and Beams
Line 158:		Line 158:
	:* MSE Walls and Soil Nail Walls with Bridge No.’s		:* MSE Walls and Soil Nail Walls with Bridge No.’s
	:* MSE Walls and Soil Nail Walls done by District is Reviewed by the District		:* MSE Walls and Soil Nail Walls done by District is Reviewed by the District
	:* Structural Plate Pipe and Pipe Arches (Sec 1023)		:* Structural Plate Pipe and Pipe Arches ([https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1023])

	===1080.2.3 Items Bridge Division Fabrication Section Does Not Review and Inspect===		===1080.2.3 Items Bridge Division Fabrication Section Does Not Review and Inspect===

	:* Anything in Standard Plans book except Std. Plan 903.10, Std. Plan 903.12 and Std. Plan 903.60 which is listed above.		:* Anything in Standard Plans book except [https://www.modot.org/media/16927 Std. Plan 903.10], [https://www.modot.org/media/16928 Std. Plan 903.12] and [https://www.modot.org/media/16929 Std. Plan 903.60] which is listed above.
	:* Precast Drop Inlets		:* Precast Drop Inlets
	:* Anything made of wood or rubber		:* Anything made of wood or rubber
Line 185:		Line 185:
	:* Light Poles		:* Light Poles
	:* Sign Poles		:* Sign Poles
	:* Highway Signs Posts Type S, C or B (Std. Plan 903.05, Std. Plan 903.06, Std. Plan 903.07, Std. Plan 903.08)		:* Highway Signs Posts Type S, C or B ([https://www.modot.org/media/16923 Std. Plan 903.05], [https://www.modot.org/media/16924 Std. Plan 903.06], [https://www.modot.org/media/16925 Std. Plan 903.07], [https://www.modot.org/media/16926 Std. Plan 903.08])
	:* Galvanizing (Inspected by Materials)		:* Galvanizing (Inspected by Materials)
	:* Metal Culverts		:* Metal Culverts

Smithk: Per BR, clarifications

2020-08-19T19:51:49Z

Per BR, clarifications

← Older revision		Revision as of 14:51, 19 August 2020
Line 93:		Line 93:
	===1080.1.3 Bolts for Highway Lighting, Traffic Signals or Highway Signing===		===1080.1.3 Bolts for Highway Lighting, Traffic Signals or Highway Signing===

	Bolts, nuts, and washers for highway lighting, traffic signals, or highway signing shall meet the requirements given in [[:Category:712 Structural Steel Construction#712.~~2.4~~.1 High Strength Bolts\|EPG 712.~~2.4~~.1 High Strength Bolts]], except that mechanical galvanization of bolts, nuts and washers for highway lighting or traffic signals shall meet requirements of ASTM B695, Class 55. Field determination of weight (mass) of zinc coating, when specified, is to be determined by magnetic gauge in the same manner as described [[901.17 Material Inspection for Sec 901\|EPG 901.17 Material Inspection for Sec 901]] except that a smaller number of single-spot tests will be sufficient. Samples for Central Laboratory testing are only required when requested by the State Construction and Materials Engineer or when field inspection indicates questionable compliance. When samples are taken, they are to be taken at the frequency and of the size shown in [http://epg.modot.org/index.php?title=Category:1040_Guardrail%2C_End_Terminals%2C_One-Strand_Access_Restraint_Cable_and_Three-Strand_Guard_Cable_Material#Table_1040.2.1.2_Sampling_Requirements Table 1040.2.1.2 Sampling Requirements].		Bolts, nuts, and washers for highway lighting, traffic signals, or highway signing shall meet the requirements given in [[:Category:712 Structural Steel Construction#712.1.5 High Strength Bolts (Sec 712.7)\|EPG 712.1.5 High Strength Bolts]], except that mechanical galvanization of bolts, nuts and washers for highway lighting or traffic signals shall meet requirements of ASTM B695, Class 55. Field determination of weight (mass) of zinc coating, when specified, is to be determined by magnetic gauge in the same manner as described [[901.17 Material Inspection for Sec 901\|EPG 901.17 Material Inspection for Sec 901]] except that a smaller number of single-spot tests will be sufficient. Samples for Central Laboratory testing are only required when requested by the State Construction and Materials Engineer or when field inspection indicates questionable compliance. When samples are taken, they are to be taken at the frequency and of the size shown in [http://epg.modot.org/index.php?title=Category:1040_Guardrail%2C_End_Terminals%2C_One-Strand_Access_Restraint_Cable_and_Three-Strand_Guard_Cable_Material#Table_1040.2.1.2_Sampling_Requirements Table 1040.2.1.2 Sampling Requirements].

	Bolts, nuts, and washers for traffic signals shall also be inspected for conformance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=13 Section 902.4]. Additionally, for traffic signals, anchor bolts and nuts or high strength bolts and nuts, except those meeting requirements of ASTM F3125 Grade A325, shall be accompanied by a test report certified to be representative of the mechanical tests for each size in each shipment.		Bolts, nuts, and washers for traffic signals shall also be inspected for conformance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=13 Section 902.4]. Additionally, for traffic signals, anchor bolts and nuts or high strength bolts and nuts, except those meeting requirements of ASTM F3125 Grade A325, shall be accompanied by a test report certified to be representative of the mechanical tests for each size in each shipment.
Line 106:		Line 106:
	Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.		Shop drawings will be submitted in accordance [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 1080.3.2]. Group email address Fabrication@modot.mo.gov is to be used for submitting shop drawings, Weld Procedures Specification (WPS), Request For Information (RFI), etc. This email address will direct the submittal to correct person for processing. Shop drawings will be reviewed, finalized drawings will be stamped and placed in eProjects and items will have FISRs issued. Should material arrive on the jobsite without FISRs being issued, the construction inspector will immediately inform the contractor that material will not be accepted until FISRs are issued.

	'''~~Section~~ 607 pay items which are:'''		'''Sec 607 pay items which are:'''
	:* Ornamental/Décor/Chain Link Fences and Handrails on bridges and retaining walls which are assigned Bridge No’s.		:* Ornamental/Décor/Chain Link Fences and Handrails on bridges and retaining walls which are assigned Bridge No’s.
	'''~~Section~~ 712 pay items which are:'''		'''Sec 712 pay items which are:'''
	:* Finger Plate Expansion Device		:* Finger Plate Expansion Device
	:* Flat Plate Expansion Device		:* Flat Plate Expansion Device
Line 123:		Line 123:
	:* Fabrication Shop Applied Paint		:* Fabrication Shop Applied Paint
	:* Bridge Rail (Two Tube Structural Steel)		:* Bridge Rail (Two Tube Structural Steel)
	'''~~Section~~ 713 pay items which are:'''		'''Sec 713 pay items which are:'''
	:* Bridge Guardrail (W or Thrie Beam) (Do not inspect rail, but do inspect fabricated items requiring shop drawings)		:* Bridge Guardrail (W or Thrie Beam) (Do not inspect rail, but do inspect fabricated items requiring shop drawings)
	'''~~Section~~ 716 pay items which are:'''		'''Sec 716 pay items which are:'''
	:* Laminated Neoprene Bearing Pad Assembly & Anchor Bolts		:* Laminated Neoprene Bearing Pad Assembly & Anchor Bolts
	:* Type N PTFE Bearing & Anchor Bolts		:* Type N PTFE Bearing & Anchor Bolts
	:* POT Bearing & Anchor Bolts		:* POT Bearing & Anchor Bolts
	'''~~Section~~ 717 pay items which are:'''		'''Sec 717 pay items which are:'''
	:'''Expansion Joint Systems''' (Must have fabricated steel armor)		:'''Expansion Joint Systems''' (Must have fabricated steel armor)
	:* Preformed Compression Expansion Joint System		:* Preformed Compression Expansion Joint System
Line 136:		Line 136:
	:* Other Expansion Joint Systems		:* Other Expansion Joint Systems
	:* Steel Parts for Neoprene Troughs at Expansion Joints		:* Steel Parts for Neoprene Troughs at Expansion Joints
	'''~~Section~~ 718'''		'''Sec 718'''
	:* Temporary Bridge Steel Parts		:* Temporary Bridge Steel Parts
	'''~~Section~~ 900’s'''		'''Sec 900’s'''
	:* High Mast Lighting Poles		:* High Mast Lighting Poles
	:* Inspection Walkways		:* Inspection Walkways
	:* Sign Truss Walkways		:* Sign Truss Walkways
	:* Dynamic Message Sign Trusses		:* Dynamic Message Sign Trusses
	:* Overhead Sign Trusses - Aluminum (~~Sec~~ 903.10) & Anchor bolts		:* Overhead Sign Trusses - Aluminum ([https://www.modot.org/media/16927 Std. Plan 903.10]) & Anchor bolts
	:* Butterfly Sign Trusses - Steel (~~Sec~~ 903.12) & Anchor bolts		:* Butterfly Sign Trusses - Steel ([https://www.modot.org/media/16928 Std. Plan 903.12]) & Anchor bolts
	:* Cantilever Sign Trusses - Steel (~~Sec~~ 903.12) & Anchor bolts		:* Cantilever Sign Trusses - Steel (Std. Plan 903.12) & Anchor bolts
	:* Overhead Sign Trusses - Steel (~~Sec~~ 903.60) & Anchor bolts		:* Overhead Sign Trusses - Steel ([https://www.modot.org/media/16929 Std. Plan 903.60]) & Anchor bolts

	===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===		===1080.2.2 Items with Shop Drawings Reviewed But Not Inspected by Bridge Division Fabrication Section===
Line 158:		Line 158:
	:* MSE Walls and Soil Nail Walls with Bridge No.’s		:* MSE Walls and Soil Nail Walls with Bridge No.’s
	:* MSE Walls and Soil Nail Walls done by District is Reviewed by the District		:* MSE Walls and Soil Nail Walls done by District is Reviewed by the District
	:* Structural Plate Pipe and Pipe Arches (~~Spec Book Section~~ 1023)		:* Structural Plate Pipe and Pipe Arches (Sec 1023)

	===1080.2.3 Items Bridge Division Fabrication Section Does Not Review and Inspect===		===1080.2.3 Items Bridge Division Fabrication Section Does Not Review and Inspect===
Line 170:		Line 170:
	:* Steel Diaphragms for P/S Concrete Girders		:* Steel Diaphragms for P/S Concrete Girders
	:* PVC drains		:* PVC drains
	:* Standard 8 X 4 slab drains		:* Standard 8 x 4 slab drains
	:* Deadman Anchors Components		:* Deadman Anchors Components
	:* Caissons (Drilled Shaft Casing)		:* Caissons (Drilled Shaft Casing)
Line 185:		Line 185:
	:* Light Poles		:* Light Poles
	:* Sign Poles		:* Sign Poles
	:* Highway Signs Posts Type S, C or B (~~Sec~~ 903.05, ~~Sec~~ 903.06, ~~Sec~~ 903.07, ~~Sec~~ 903.08)		:* Highway Signs Posts Type S, C or B (Std. Plan 903.05, Std. Plan 903.06, Std. Plan 903.07, Std. Plan 903.08)
	:* Galvanizing (Inspected by Materials)		:* Galvanizing (Inspected by Materials)
	:* Metal Culverts		:* Metal Culverts

Smithk: Per BR, corrected bolt specs to latest ASTM, clarified welding inspection procedures and other miscellaneous items.

2020-08-18T16:28:04Z

Per BR, corrected bolt specs to latest ASTM, clarified welding inspection procedures and other miscellaneous items.

Show changes

Smithk: updated link

2018-10-16T12:56:07Z

updated link

← Older revision		Revision as of 07:56, 16 October 2018
Line 3:		Line 3:
	\|'''MGS Information'''		\|'''MGS Information'''
	\|-		\|-
	\|[~~http~~://www.modot.~~mo.gov/business/materials/pdf~~/mgs~~/MGSINDEX.pdf~~ Current General Services Specifications (MGS) By Subject]		\|[https://www.modot.org/general-services-specifications-mgs-subject Current General Services Specifications (MGS) By Subject]
	\|}		\|}

Smithk: updated links

2016-06-15T18:43:44Z

updated links

← Older revision		Revision as of 13:43, 15 June 2016
Line 6:		Line 6:
	\|}		\|}

	Refer to [http://www.modot.~~mo.gov~~/business/standards_and_specs/~~Sec1080~~.pdf Sec 1080] for MoDOT’s specifications.		Refer to [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1080] for MoDOT’s specifications.

	==1080.1 High Strength Bolts==		==1080.1 High Strength Bolts==
Line 95:		Line 95:
	Bolts, nuts, and washers for highway lighting, traffic signals, or highway signing shall meet the requirements given in [[:Category:712 Structural Steel Construction#712.2.4.1 High Strength Bolts\|EPG 712.2.4.1 High Strength Bolts]], except that mechanical galvanization of bolts, nuts and washers for highway lighting or traffic signals shall meet requirements of ASTM B695, Class 55. Field determination of weight (mass) of zinc coating, when specified, is to be determined by magnetic gauge in the same manner as described [[901.17 Material Inspection for Sec 901\|EPG 901.17 Material Inspection for Sec 901]] except that a smaller number of single-spot tests will be sufficient. Samples for Central Laboratory testing are only required when requested by the State Construction and Materials Engineer or when field inspection indicates questionable compliance. When samples are taken, they are to be taken at the frequency and of the size shown in [http://epg.modot.org/index.php?title=Category:1040_Guardrail%2C_End_Terminals%2C_One-Strand_Access_Restraint_Cable_and_Three-Strand_Guard_Cable_Material#Table_1040.2.1.2_Sampling_Requirements Table 1040.2.1.2 Sampling Requirements].		Bolts, nuts, and washers for highway lighting, traffic signals, or highway signing shall meet the requirements given in [[:Category:712 Structural Steel Construction#712.2.4.1 High Strength Bolts\|EPG 712.2.4.1 High Strength Bolts]], except that mechanical galvanization of bolts, nuts and washers for highway lighting or traffic signals shall meet requirements of ASTM B695, Class 55. Field determination of weight (mass) of zinc coating, when specified, is to be determined by magnetic gauge in the same manner as described [[901.17 Material Inspection for Sec 901\|EPG 901.17 Material Inspection for Sec 901]] except that a smaller number of single-spot tests will be sufficient. Samples for Central Laboratory testing are only required when requested by the State Construction and Materials Engineer or when field inspection indicates questionable compliance. When samples are taken, they are to be taken at the frequency and of the size shown in [http://epg.modot.org/index.php?title=Category:1040_Guardrail%2C_End_Terminals%2C_One-Strand_Access_Restraint_Cable_and_Three-Strand_Guard_Cable_Material#Table_1040.2.1.2_Sampling_Requirements Table 1040.2.1.2 Sampling Requirements].

	Bolts, nuts, and washers for traffic signals shall also be inspected for conformance with [http://www.modot.org/business/standards_and_specs/~~Sec0902~~.pdf Section 902.4]. Additionally for traffic signals, anchor bolts and nuts or high strength bolts and nuts, except those meeting requirements of ASTM A325, shall be accompanied by a test report certified to be representative of the mechanical tests for each size in each shipment.		Bolts, nuts, and washers for traffic signals shall also be inspected for conformance with [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=13 Section 902.4]. Additionally for traffic signals, anchor bolts and nuts or high strength bolts and nuts, except those meeting requirements of ASTM A325, shall be accompanied by a test report certified to be representative of the mechanical tests for each size in each shipment.

Smithk: Per CM, consolidated requirements for nuts, bolts, and washers. Sample sizes have been changed to 6 pieces (nuts, bolts or washers). AASHTO M298 has been discontinued and was replaced with ASTM B695.

2014-03-04T14:23:34Z

Per CM, consolidated requirements for nuts, bolts, and washers. Sample sizes have been changed to 6 pieces (nuts, bolts or washers). AASHTO M298 has been discontinued and was replaced with ASTM B695.

@@ Line 8: / Line 8: @@
 Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1080.pdf Sec 1080] for MoDOT’s specifications.
+==1080.1 High Strength Bolts==
-{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="480px" align="left"
+{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="480px" align="right"
 |-
 |align="center" colspan="2"|'''Videos Showing Strain Testing to Determine Yield Strength'''
@@ Line 15: / Line 15: @@
 |[http://epg.modot.mo.gov/documents/1080trusschordmemberKnoxCo.wmv Truss Chord Member for bridge in Knox Co.]||[http://epg.modot.mo.gov/documents/1080PTBartestMRB.wmv PT Bar for Mississippi River bridge in City of St. Louis]
 |}

Smithk at 18:52, 14 July 2011

2011-07-14T18:52:45Z

← Older revision		Revision as of 13:52, 14 July 2011
Line 13:		Line 13:
	\|align="center" colspan="2"\|'''Videos Showing Strain Testing to Determine Yield Strength'''		\|align="center" colspan="2"\|'''Videos Showing Strain Testing to Determine Yield Strength'''
	\|-		\|-
	\|[http://epg.modot.mo.gov/documents/1080trusschordmemberKnoxCo.wmv Truss Chord Member for bridge in Knox Co.]\|\|[http://epg.modot.mo.gov/documents/~~1080PTBarTestMRB~~.wmv PT Bar for Mississippi River bridge in City of St. Louis]		\|[http://epg.modot.mo.gov/documents/1080trusschordmemberKnoxCo.wmv Truss Chord Member for bridge in Knox Co.]\|\|[http://epg.modot.mo.gov/documents/1080PTBartestMRB.wmv PT Bar for Mississippi River bridge in City of St. Louis]
	\|}		\|}

Smithk at 18:43, 14 July 2011

2011-07-14T18:43:37Z

← Older revision		Revision as of 13:43, 14 July 2011
Line 13:		Line 13:
	\|align="center" colspan="2"\|'''Videos Showing Strain Testing to Determine Yield Strength'''		\|align="center" colspan="2"\|'''Videos Showing Strain Testing to Determine Yield Strength'''
	\|-		\|-
	\|[~~[media~~:~~1080 truss chord member Knox Co~~.wmv\|Truss Chord Member for bridge in Knox Co.]]\|\|[~~[media~~:~~1080 PT Bar Test MRB~~.wmv\|PT Bar for Mississippi River bridge in City of St. Louis]]		\|[http://epg.modot.mo.gov/documents/1080trusschordmemberKnoxCo.wmv Truss Chord Member for bridge in Knox Co.]\|\|[http://epg.modot.mo.gov/documents/1080PTBarTestMRB.wmv PT Bar for Mississippi River bridge in City of St. Louis]
	\|}		\|}