Part 1 — General
1.1 Section Includes
A.Administrative and general requirements for project submittals.
1.The technical specifications specify the required submittals for each item.
1.2 RELATED SECTIONS Not Used
1.3 References
A.AASHTO LRFD Bridge Construction Specifications
B.UDOT Structures Quality Control/Quality Assurance ( QC/QA ) Procedures
1.4 DEFINITIONS Not Used
1.5 SUBMITTALS Not Used
1.6 Administrative Requirements
A.Transmit each submittal with a transmittal form .
1.Sequentially number each submittal on the t ransmittal form.
a.Number re submittals with the original number and a sequential alphabetic suffix.
2.Identify:
a.Project number, Project name, Structure number as applicable, Date, and Revision number .
b.Contractor, subcontractor and supplier, as applicable.
c.Pertinent drawing and detail number, and Specification Section and Title, as applicable.
d.Variations from Contract Documents and product requirements.
e.Changes made since previous submissions when revised for resubmission .
3.Include a signature line for Contractor’s signature indicating the submittal meets requirements .
B.Schedule submittals to expedite the p roject and to coordinate submission of related items.
C.Provide space for Contractor and Engineer stamps when submittals are for approval or review .
1.Allow 4 inch by 4 inch space for Engineer stamp.
D.Document format
1.Submit electronically in PDF format.
2.Drawing s
a.Use 11 x 17 inch sheets .
b.Locate the title block in the lower right corner of each sheet .
3.Engineering calculations
a.Use 8½ x 11 inch or 11 x 17 inch sheets .
b.Locate the t itle block at the top of 8½ x 11 inch sheets and at the lower right corner of 11 x 17 inch sheets.
4.Other submittals
a.Use 8½ x 11 inch or 11 x 17 inch sheets .
E.Place the following information in the title block of working drawings and supporting engineering calculations as applicable:
1.State Project Number
2.State Project Name
3.State Structure Number
4.Contractor, Fabricator, or Erector Name
5.Contractor, Fabricator, or Erector Drawing Number
6.Contractor, Fabricator, or Erector Sheet Number
F.Provide the seal of a Professional Engineer (PE) or Professional Structural Engineer (SE) licensed in the State of Utah when specified .
1.Drawings – Place the seal in the lower right corner of each sheet when engineering calculations are required to complete the design.
2.Engineering Calculations – Place the seal on the calculation cover sheet.
3.Other Submittals – Place the seal on the submittal cover sheet .
G.Certify that engineering calculations for structure submittals have been checked according to the UDOT Structures QC/QA Procedures.
H.Sign transmittal form certifying information is according to the requirements .
I.Unsolicited submittals not required by the contract or requested by the Engineer may not be recognized or processed, and may be returned to the Contractor without review.
1.7 Submittal Procedures
A.Submittals for approval
1.Allow the Department 14 calendar days for review each time the information is submitted .
2.The Department will return the submittal with one of the following dispositions :
a.Approved – Submittal is approved.
b.Approved as Noted – Submittal is approved provided listed conditions are met . Resubmit if conditions cannot be met.
c.Revise and Resubmit – Revise the submittal according to the markups and resubmit.
d.Rejected –The submittal is not approved.
e.Submit Specified Items – Submittal is incomplete. Resubmit with the specified items.
3.Receive approval before proceeding with work related to the submittal and perform work according to approved submittal .
a.The Department may reject work performed before submittal approval .
4.Resubmit for approval deviations from a previously approved submittal.
5.The Department may rescind approval at any time.
a.Stop related work if approval is rescinded and revise submittal to achieve approval .
B.Submittals for review
1.Allow the Department 14 calendar days for review each time the information is submitted.
2.The Department will return the submittal with one of the following dispositions:
a.No Exceptions Taken – Submittal is authorized for use.
b.Make Corrections As Noted – Submittal is authorized for use provided listed conditions are met. Resubmit if conditions cannot be met.
c.Revise and Resubmit – Revise the submittal according to the markups and resubmit.
d.Rejected –The submittal is not authorized for use.
e.Submit Specified Items – Submittal is incomplete. Resubmit with the specified items.
3.Receive authorization before proceeding with work related to the submittal and perform work according to authorized submittal .
a.The Department may reject work performed before submittal authorization.
4.Resubmit for review deviations from a previously authorized submittal.
5.The Department may rescind authorization at any time if it is discovered that the submittal does not meet contract requirements. a. Stop related work if authorization is rescinded and revise submittal to achieve authorization.
C.Submittals for information
1.Provide information related to conformance with requirements before incorporating relat ed work into the project.
2.The Engineer will verify compliance with the contract requirements.
D.Samples for selection
1.Deliver samples with transmittal form to location determined by the Engineer.
2.Allow 7 calendar days for the Department to make a selection.
E.Samples for verification 1. Deliver samples with transmittal form to location determined by the Engineer.
2.Allow 7 calendar days for the Department to test the samples provided.
1.8 Drawing & Plan Submittal S
A.Working Drawings
1.Shop drawings
a.Submit for review .
b.Provide sufficient detail to fabricate the member and to demonstrate contract compliance.
c.Provide the seal of a PE or SE licensed in the State of Utah when the Contractor designs the item or the Contractor completes the design for the item . 1) Include supporting engineering calculations for items designed by the Contractor.
d.The seal of a PE or SE is not required when the complete details for the item are provided in the contract.
2.Erection Drawings
a.Submit for review .
b.Include supporting engineering calculations.
c.Provide the seal of a PE or SE licensed in the State of Utah on drawings and calculations .
3.Shipping Drawings
a.Submit for review .
b.Required for structural elements when specified, shown, or requested by the Engineer. 1) Structural steel plate girder shipped on its side, for example.
c.Include the following: 1) Details and methods used to protect products from damage (overstress)
d.Include supporting engineering calculations.
e.Provide the seal of a PE or SE licensed in the State of Utah on drawings and calculations .
4.Drawings for Temporary Works.
a.Submit for review according to the following: 1) When specified, shown, or requested by the Engineer . 2) The height of falsework exceeds 14 ft or whenever traffic, other than workers involved in constructing the bridge, will travel under the bridge. 3) Temporary bridges or bridge widenings that carry or span the travelled way . 4) Temporary retaining walls that support or protect the travelled way.
b.Include detailed plans for items such as falsework, concrete forms, cofferdams, shoring, and temporary bridges.
c.Include design calculations and supporting data.
d.Design temporary works according to the current edition of the AASHTO LRFD Bridge Construction Specifications, Section 3 (Temporary Works).
e.Provide the seal of a PE or SE licensed in the State of Utah on drawings and calculations .
5.Demolition Plans
a.Submit for review when specified, shown, or requested by the Engineer .
b.Provide detailed plans depicting the proposed methods of removal of existing structures and structural elements.
c.Include supporting engineering calculations.
d.Provide the seal of a PE or SE licensed in the State of Utah on drawings and calc ulations .
Part 2 — Products Not Used
Part 3 — Execution Not Used
Source: Utah Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 149–153 of 1,331.