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To furnish and deliver prestressed concrete voided slabs.
Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
Premium
Access the largest public sector contact database
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Get complete source documentation & analysis
The objective of this research is to evaluate the requirements for Service III limit state regarding design and load rating for tension in prestressed concrete bridge superstructure members to ensure consistency and reliability, while maintaining operational flexibility.
Posted Date
Nov 6, 2025
Due Date
Jan 12, 2026
Release: Nov 6, 2025
Close: Jan 12, 2026
The objective of this research is to evaluate the requirements for Service III limit state regarding design and load rating for tension in prestressed concrete bridge superstructure members to ensure consistency and reliability, while maintaining operational flexibility.
AvailableOn Call Concrete.
Posted Date
Dec 5, 2025
Due Date
Dec 30, 2025
Release: Dec 5, 2025
Close: Dec 30, 2025
On Call Concrete.
AvailableOn Call Concrete.
Posted Date
Dec 5, 2025
Due Date
Dec 30, 2025
Release: Dec 5, 2025
Close: Dec 30, 2025
On Call Concrete.
AvailableTo construct new concrete slabs at the new Esom hill fire station. he fire bay slab is required to be 8” thick with grid of #4 bars 18” O.C., E.W. and 2” of GAB base, underlain by a 10 MIL polyethylene vapor barrier. The living quarters and breezeway slab is required to be a 4” thick monolithic slab, 6” x 6” 10/10 WWM, with a 6 MIL poly vapor barrier, with grid of #4 bars 16” O.C. in fill area.
Posted Date
Nov 20, 2025
Due Date
Jan 6, 2026
Release: Nov 20, 2025
Close: Jan 6, 2026
To construct new concrete slabs at the new Esom hill fire station. he fire bay slab is required to be 8” thick with grid of #4 bars 18” O.C., E.W. and 2” of GAB base, underlain by a 10 MIL polyethylene vapor barrier. The living quarters and breezeway slab is required to be a 4” thick monolithic slab, 6” x 6” 10/10 WWM, with a 6 MIL poly vapor barrier, with grid of #4 bars 16” O.C. in fill area.
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