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Structures (1000-1099)

1043SHOTCRETE

PA · 2026 Standard SpecificationsBook pages 11211125View official source ↗

1045. 3(e) 1045. 4 recommendations. Submit repair procedures for approval before starting repair application. Remove unsatisfactory coating, clean surface, prepare surface, and recoat according to the manufacturer’s specifications. The Representative will approve the completed repair. Evaluate repaired areas from a distance of 30 feet for color acceptance.

12.Stenciling for Coated Concrete. After the final coat of paint has dried to recoat, stencil the

following information on the outside face of the fascia members at the near and far abutment ends (two in total) unless directed otherwise:

• Line 1: Month and year of completion and ECMS number

• Line 2: BR Key

• Line 3: BMS Number

• Line 4: Type of coating system, and cleaning method

• Line 5: NEPCOAT number listed in Bulletin 15, and the manufacturer ’s name

Examples:

08-2018, ECMS 88335 BR KEY: 712 02-0051 -0110 -0000IZEU, SSPC -SP10 SSC(12) -03, Carboline

Stencil using indelible black paint compatible with the coating system and approved by the coating manufacturer. Provide uniform block lettering 2 inches to 3 inches high.

12.Storage, Shipping, and Handling. Protect the coating from damage and staining. Use covering

and proper storage, handling, shipping, and erection techniques. Install padding or other acceptable material on dunnage to protect coated surfaces from damage and staining. Before shipping display in a manner, that will allow the Representative access to all sides of the coated items for inspection and acceptance .

1045.4MEASUREMENT AND PAYMENT —Square Yard

Construction of the test panel and mock -up is incidental to this work. 1046. 1 1046. 2(c)

1046.1DESCRIPTION— This work is construction of a multiple layer wearing surface of epoxy and

aggre gate on in- service bridge decks .

1046.2MATERIAL —

(a)Polymeric Resin Binder. Provide a thermosetting polymer resin compound comprised of 100%

solids which holds the aggregate firmly in position once all components are combined. All components will come from a single manufacturer listed in Bulletin 15 and conform to Table A . Cure specimens at 73F ±2F, relative humidity 50% ± 2% and test specimens at 73F ±2F.

Table A Binder Requirements Propert y Requirement Test Method Viscosity (poises) 10 – 70 ASTM D 2556 -14, Model RVT Brookfield, Spindle No. 3 at 20 rpm Gel Time (minutes) 15-45 ASTM C881, para. 11.2 modified, 70 ml sample Ultimate Tensile Strength (psi ) 2,000-5,000 at 7 days ASTM D638 Ultimate Tensile Elongation (% ) 30-70 at 7 days ASTM D638 Absorption (%) 1 max. at 24 -hrs. ASTM D570 Compressive Str

Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 11211125 of 1,522.