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General Provisions (00100-00999)

535PRECAST, PRESTRESSED CONCRETE SUPERSTRUCTURE

ME · 2020 Standard SpecificationsBook pages 458458View official source ↗

5-166 SECTION 535 - PRECAST, PRESTRESSED CONCRETE SUPERSTRUCTURE

535.01 Description This work shall consist of casting and erec ting precast/prestressed

concrete products and related material. Materials, work, inspe ction and documentation not specifically addressed by this Specification shall be done in a ccordance with the applicable sections of the Precast/Prestressed Concrete Institute (PCI) , Manual for Quality Control for Plants and Production of Structural Precast Concrete Products (MNL 116), including Commentary. ALL REQUIREMENTS IN THIS SPECIFICATION ARE THE RESPONSIBILITY O F THE CONTRACTOR, UNLESS NOTED OTHERWISE.

535.02 Materials Materials for precast/prestressed concrete pro ducts shall meet the

requirements of the following Subsections of the Standard Speci fications: Portland Cement and Portland Pozzolan Cement 701.01 W a t e r 701.02 Air-Entraining Admixtures 701.03 Water Reducing Admixtures 701.04 High Range, Water Reducing, Admixture (HRWR) 701.0401 Set-Retarding Admixtures 701.05 F l y A s h 701.10 C a l c i u m N i t r i t e S o l u t i o n 701.11 S i l i c a F u m e 701.12 Ground Granulated Blast Furnace Slag 701.13 F i n e A g g r e g a t e f o r C o n c r e t e 703.01 C o a r s e A g g r e g a t e f o r C o n c r e t e ( C l a s s A , A A o r L a t e x ) 703.02 Reinforcing Steel 709.01 W e l d e d S t e e l W i r e F a b r i c 709.02 S t e e l S t r a n d 709.03 Portland cement shall conform to AASHTO M85 (ASTM C150), Type I , Type II, or Type III or AASHTO M 240. Supply the Department with copies of Certified Mill Test Reports for the cement. Provide a Materials Certification from the manufacturer of the prestressing strand. The certification shall include a representative load elongation cu rve for each coil. The manufacturer shall identify each coil of strand. Do not remove the identification from the coil. Partial coils may be used with the approval of the Fabri cation Engineer. Failure to maintain traceability of a coil will be cause for rejection. P rovide Certified Mill Test Reports for the reinforcing st eel, welded wire fabric and fusio n bonded epoxy coating.

Source: Maine Standard Specifications for Road and Bridge Construction, 2020 Edition. Pages 458458 of 817.