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["Agency","Description","Standard Specification","Standard Detail","Link","Temperature Restrictions","Removal (saw & chip or milling or either)","Joint Restoration (compressible board, sawing, or either)","Cleaning (sand blast, water blast, air blast)","Preparation (grout or water mist) ","Patch Material","Warranty Period (Yes or No, length)","Curing Requirement","Opening Strength","Notes"]
["CP Tech Center","Partial-Depth Repairs","Chapter 5","5.1, 5.2","https://www.intrans.iastate.edu/wp-content/uploads/2022/08/concrete_pvmt_preservation_guide_3rd_edition_web.pdf","Ambiant air 40°F or above","Saw & chip or mill","Compressible joint board or sawing ","Dry sweeping, sand or water blasting and air blasting","Sand cement grout","Coarse Aggregate Concrete","30 days","Immediately","2000 lbf/in2"]
["FHWA","Partial-Depth Repair of Portland Cement Concrete Pavements","20, Checklist Series",null,"https://www.fhwa.dot.gov/pavement/preservation/2019checklists/hif19048.pdf","Ambiant air 40°F or above","Saw & chip or mill","Compressible joint insert","Sand or water blasting, followed by air blasting","Pre-wet and cement or epoxy grout","Per spec",null,"Per spec","Open when strength is met as provided in contract documents"]
["Illinois","Pavement Patching",442,null,"https://public.powerdms.com/IDOT/documents/1945348/Standard%20Specifications%20for%20Road%20and%20Bridge%20Construction%202022","Ambiant air 40°F or above","saw and jackhammer","Sawed and sealed","Air blasting",null,"Class C or D",null,null,"Flexural: 650 psi Compressive: 3500 psi"]
["Illinois Tollway","Bridge deck slab and approach repair","501, 503, 1020",null,"https://public.powerdms.com/IDOT/documents/1945348/Standard%20Specifications%20for%20Road%20and%20Bridge%20Construction%202022","Ambiant air 40°F or above","Sawing, chipping or hydro-demolition","Not required due to bridge deck application","Wet sand, water, shot, or abrasive sandblasting","Pre-wet","Class DS Concrete","None","As soon as free water sheen disappears","4000 psi","Information listed here is for bridge deck surface repair"]
["Indiana","PCCP Patching",506,null,"https://www.in.gov/dot/div/contracts/standards/book/sep25/500-2026.pdf","Ambiant air 40°F or above","Saw and jackhammer","Sealed","Sandblasting","Non-vapor barrier bonding agent","Use No.11 Course Agg, mix varies, see spec.",null,"within 30 minutes","Modulus of Rupture: <15:300psi                          >15:425psi"]
["Iowa","Base Cleaning and Repair",2212,"PR-107","https://ia.iowadot.gov/erl/current/GS/content/2530.htm","Ambiant air 40°F or above","Saw & chip or mill","Compressible joint board, sawing on longitudinal joint","Sand and air blasting","Cement grout or water","Class A, B, C. ","30 days","As soon as free water has disappeared, but no later than 30 min","Compressive: 3000 psi Flexural: 500 psi"]
["Michigan","Concrete Pavement Restoration",603,"R-44G","https://www.michigan.gov/mdot/-/media/Project/Websites/MDOT/Business/Construction/Standard-Specifications-Construction/2020-Standard-Specifications-Construction.pdf","Ambiant air 40°F or above","Vertical edges by saw, milling or approved method","Air blast, backer rod, seal","Waterflush","Bond coat","F-L, M, C-L, C-L-HE, C, C-HE, LMC, SFMC, & P-NC per section 1006.02","Per bid docs","2 coats white membrane curing compound as soon as free water evaporates","Flexural: Grade P-NC =300 psi, Grade 3500,3500HP = 550 psi"]
["Minnesota ","Concrete Pavement Rehabilitation",2302,"BA, B3, BE","https://edocs-public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=38774551","Ambient air and pavement 50°F or above","Saw & chip or mill","compressible joint board, sawing if approved","Sand and air blasting","Cement grout","3U18","30 days","within 10 minutes or 50% pay penalty","Compressive: 3000 psi Flexural: 500 psi","requires soundness check if combined with diamond grinding (30 days after grinding) ","chain sounding by DOT "]
["Missouri","Class A and Class B Partial Depth Pavement Repairs","613.20 & 613.30",null,"https://www.modot.org/sites/default/files/documents/EPS%202025%20Missouri%20Standard%20Specific%20-%20MHTC%20%28April%202026%29-Combined.pdf","Ambiant air 45°F or above","Saw and jackhammer, or milling","compressible insert","Sand or shot blasting follwed by air blasting","Grout","Concrete or hot pour, polymer modified, resin-based concrete repair material","30 days","grout applied, and double application of liquid membrane material meeting AASHSTO M148","Compressive: 1,600 psi","also have Partial Depth Concrete Pavement Repair Using Hot Applied Polymer Modified Repair Material","rapid hardening product: Hybrid Polymer CE700 https://www.fastracproducts.com/hybrid-polymer-concrete-road-resurfacing/?amp=1"]
["Nebraska","Concrete Pavement Repair",605,null,"https://dot.nebraska.gov/media/msobntqs/2017_spec_book.pdf","Ambiant air 40°F or above","Saw and chip  (15 lb max. hammer)",null,"free from loose material, dry and clean","Type IV, Grade 2 Epoxy Adhesive Bonding Agent","PR1-3500, PR3-HE-3500, 47B-3500, or 47B-HE-3500",null,"Immediately","Compressive: 3500 psi",null,"consider updating cure requirement and removing dry sweeping"]
["New York","Partial Depth Repair of Portland Cement Concrete (PCC) Pavement","511.M0000018",null,"https://www.dot.ny.gov/spec-repository-us/511.10000018.pdf","Ambiant air 40°F or above","Saw & chip or mill","Caulk and fill with joint filler or waxed cardboard.","Sandblast then airblast","Mortar bonding grout","Varies, see spec",null,"Immediately","Construction Traffic - Compressive: 17.0 Mpa All Traffic: 21 Mpa"]
["North Dakota","Concrete Pavement Repair",570,null,"https://www.dot.nd.gov/sites/www/files/documents/Standard%20Specifications/2025%20NDDOT%20Standard%20Specifications%20for%20Road%20and%20Bridge%20Construction.pdf","ambient air 40° or above","Saw & chip or mill","Backer rod, silicon sealant","Sandblast and air blast","Bonding grout","AE mix (ready mix)",null,"white pigmented (1 gal/150 sf) within 30 minutes","Compressive Strength: 2800 psi Flexural Strength: 425 psi"]
["Ohio","Bonded Patching Of Portland Cement Concrete Pavement",256,null,"https://www.dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Specifications/2023_CMS_01162026_for_web_Letter%20size.pdf","ambient air 36° or above","Saw & chip or mill","Joint board","Sandblast","Bonding Grout","Varies, see spec",null,"Immediately","Modulus of Rupture: 400psi"]
["Pennsylvania","Concrete Pavement Partial-Depth Repaif",525,"RC-26M","https://www.pa.gov/content/dam/copapwp-pagov/en/penndot/documents/public/pubsforms/publications/pub_408/408_2026/408_2026_ie.pdf","ambient air 40° or above","Saw & chip or mill","1/2\" expansion joint material and sealed","air blasting","Epoxy Bonding Compound","Class AA or Rapid-Set Concrete Patching Material",null,"within 30 minutes"]
["South Dakota","Concrete Spall Repair",390,null,"https://dot.sd.gov/media/035a1wt1/2025-sddot-specbook-final.pdf","ambient air 40° and rising","Saw and chip","Foam core board ","Sand blasting followed by air blasting","Cement grout","Type I, II, or III (3U58M)",null,"Immediately, but when marring of the concrete will not occur","3000 psi","have seen better performance going from saw and chip to chipping with rounded reservoir"]
["SUDAS","Pavement Rehabilitation",7040,7040.1040000000003,"https://www.iowasudas.org/wp-content/uploads/sites/15/2020/02/7040.pdf","34° and rising with placement at ambient air 40° or above","Saw & chip or mill","Compressible joint board or sawing if specified","Sand or water blasting, followed by air blasting","cement grout","Refer to Iowa DOT",null,"As soon as free water evaporates","Compressive: 3000 psi Flexural: 500 psi"]
["Wisconsin","Concrete Pavement - Repair and Replacement",416,"SDD13C8","https://wisconsindot.gov/rdwy/stndspec/ss-04-16.pdf","ambient air 40° or above","Chipping or Milling","Saw and fill with expansion joint filler","Sandblasting","Concrete bonding agent or bonding grout","Class II (A or C)","30 days","As soon as free water sheen disappears","2000 psi"]