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Local Assistance Procedures Manual <br />Exhibit 16-T1 <br />Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications <br />Table 6-2.3 Materials Accepted by Certificate of Compliance (5 of 7) <br />Material/Product <br />Remarks (Including Requirements for Additional Back -Up <br />Information Required with Certificate of Compliance) <br />Precast concrete <br />Certificate of compliance must be signed by the manufacturer's QC <br />Box culverts <br />representative for each shipment. <br />Precast raised traffic bars <br />Preformed compression seal for <br />concrete pavement <br />Preformed membrane sheet <br />Must include type of sheet and the conditioner or primer application rates. <br />Certificate of compliance is required for each delivery of aggregate, <br />cementitious material, and admixtures used for calibration tests. <br />Rapid strength concrete <br />The certificate of compliance must state that the source of the materials used <br />for the calibration tests is the same source as to be used for the planned work. <br />You may request that the contractor submits with certificate of <br />compliance: <br />Reinforcement <br />1. Copy of the certified mill test report for each heat and size of <br />reinforcing steel showing physical and chemical analysis. <br />2. Two copies of a list of all reinforcement before starting reinforcement <br />placement. <br />Certificate of compliance for each shipment of epoxy -coated <br />reinforcement must be submitted with: <br />Reinforcement <br />1. Certification that the coated reinforcement complies with ASTM A 775/A <br />Epoxy -coated <br />775M for bar reinforcement or ASTM A 884/A 884M, Class A, Type 1, for <br />wire reinforcement <br />2. All certifications specified in ASTM A 775/A 775M for bar <br />reinforcement or ASTM A 884/A 884M for wire reinforcement. <br />Certificate of compliance for each shipment of epoxy -coated prefabricated <br />reinforcement must be submitted with: <br />Reinforcement <br />1. Certification that the coated reinforcement complies with ASTM A 934/A <br />Epoxy -coated prefabricated <br />934M for bar reinforcement or ASTM A 884/A 884M Class A, Type 2 for <br />reinforcement <br />wire reinforcement. <br />2. All certifications specified in ASTM A 934/A 934M for bar <br />reinforcement or ASTM A 884/A 884M for wire reinforcement. <br />Reinforcement <br />Certificate of compliance for the patching material must include <br />certification that the patching material is compatible with the epoxy <br />Epoxy -coating patching materials <br />powder to be used. <br />Certificate of compliance for each shipment of headed bar reinforcement must <br />be submitted with: <br />Reinforcement <br />1. Mill test reports for the: <br />Headed bar <br />1.1. Bar reinforcement <br />1.2. Head material <br />2. Production test reports <br />3. Daily production logs <br />Certificate of compliance for each shipment of splice material must be <br />submitted with: <br />1. Type or series identification of the splice material, including tracking <br />information for traceability. <br />Reinforcement <br />2. Grade and size number of reinforcement to be spliced. <br />3. Statement that the splice material complies with the type of <br />Splicing <br />mechanical splice on the authorized material list. <br />4. For resistance -butt -welded material: <br />4.1. Heat number <br />4.2. Lot number <br />4.3. Mill certificates <br />Page 5 of 7 <br />January 2020 <br />