Section No. Page No. Section 1001 Portland Cement and Cementitious Materials ..... Error! Bookmark not defined. Section 1002 Asphalt Cement, Emulsions, and Additives ........ Error! Bookmark not defined. Section 1003 Aggregates ................................ ......................... Error! Bookmark not defined. Section 1004 Landscaping Materials ................................ ........ Error! Bookmark not defined. Section 1005 Joint Materials for Pavements and Structures .... Error! Bookmark not defined. Section 1006 Thermoplastic Pipe ................................ ............. Error! Bookmark not defined. Section 1007 Metal Pipe ................................ ........................... Error! Bookmark not defined. Section 1008 Paints ................................ ................................ .. Error! B ookmark not defined. Section 1009 Reinforcing Steel, Strand, and Wire Rope .......... Error! Bookmark not defined. Section 1010 Fence and Guard Rail ................................ ......... Error! Bookmark not defined. Section 1011 Concrete Curing Materials, Admixtures, and Special Finishes Error! Bookmark not defined. Section 1012 Vacant ................................ ................................ . Error! Bookmark not defined. Section 1013 Metals ................................ ................................ . Error! Bookmark not defined. Section 1014 Timber, Timber Connectors, and Preservatives .. Error! Bookmark not defined. Section 1015 Signs and Pavement Markings ........................... Error! Bookmark not defined. Section 1016 Concrete Pipe and Precast Reinforced Concrete Drainage Units ............... Error! Bookmark not defined. Section 1017 Epoxy Resin Systems ................................ ......... Error! Bookm ark not defined. Section 1018 Miscellaneous Materials ................................ ...... Error! Bookmark not defined. Section 1019 Geotextile Fabric and Geocomposite Systems ... Error! Bookmark not defined. Section 1020 Traffic Signals ................................ ..................... Error! Bookmark not defined. Section 1001 Portland Cement and Cementitious Materials
1001.01 PORTLAND CEMENT. Use portland cement from the
Approved Materials List and comply with AASHTO M 85. Alkali content calculated as sodium oxide equivalent shall not exceed 0.60 percent by weight.
1001.02 BLENDED HYDRAULIC CE MENT. Use blended hydraulic
cement Type IP, Type IS, or Type IL from the Approved Materials List and comply with AASHTO M 240. The alkali content of blended hydraulic cement calculated as sodium oxide e quivalent shall not exceed 0.60 percent by weight. Type IP may contain up to 30 percent by weight of fly ash or up to 30 percent by weight of bottom ash, provided that the bottom ash is interground with the cement clinker. Fly ash and bottom ash shall c omply with AASHTO M 295, Class C or F. Type IS cement may contain up to 50 percent by weight of ground granulated blast -furnace slag. Grade 100 and Grade 120 ground granulated blast -furnace slag (slag cement) shall comply with AASHTO M 302. Type IL portland limestone cement shall not be treated as blended cement for purposes of cement material substitution with fly ash and slag.
1001.03 MASONRY CEMENT AND M ORTAR CEMENT. Comply
with ASTM C91 for masonry cement. Comply with ASTM C1329 for mortar cement. Mix mortar cement in accordance with ASTM C270 or use pre-blended dry mortar cement complying with ASTM C1714 and mix according to the manufacturers recommendations.
1001.04 FLY ASH AND NATURAL POZZOLANS. Use fly ash from
the Approved Materials List. Comply with AASHTO M 295 for Class C and Class F. Comply with ASTM C618 for Class N. Alkali content calculated in accordance with DOTD TR 531 shall not exceed 2.5 percent Section 1001 Portland Cement and Cementitious Materials
1001.01 PORTLAND CEMENT. Use portland cement from the
Approved Materials List and comply with AASHTO M 85. Alkali content calculated as sodium oxide equivalent shall not exceed 0.60 percent by weight.
1001.02 BLENDED HYDRAULIC CE MENT. Use blended hydraulic
cement Type IP, Type IS, or Type IL from the Approved Materials List and comply with AASHTO M 240. The alkali content of blended hydraulic cement calculated as sodium oxide e quivalent shall not exceed 0.60 percent by weight. Type IP may contain up to 30 percent by weight of fly ash or up to 30 percent by weight of bottom ash, provided that the bottom ash is interground with the cement clinker. Fly ash and bottom ash shall c omply with AASHTO M 295, Class C or F. Type IS cement may contain up to 50 percent by weight of ground granulated blast -furnace slag. Grade 100 and Grade 120 ground granulated blast -furnace slag (slag cement) shall comply with AASHTO M 302. Type IL portland limestone cement shall not be treated as blended cement for purposes of cement material substitution with fly ash and slag.
1001.03 MASONRY CEMENT AND M ORTAR CEMENT. Comply
with ASTM C91 for masonry cement. Comply with ASTM C1329 for mortar cement. Mix mortar cement in accordance with ASTM C270 or use pre-blended dry mortar cement complying with ASTM C1714 and mix according to the manufacturers recommendations.
1001.04 FLY ASH AND NATURAL POZZOLANS. Use fly ash from
the Approved Materials List. Comply with AASHTO M 295 for Class C and Class F. Comply with ASTM C618 for Class N. Alkali content calculated in accordance with DOTD TR 531 shall not exceed 2.5 percent Section 1001 Portland Cement and Cementitious Materials
1001.01 PORTLAND CEMENT. Use portland cement from the
Approved Materials List and comply with AASHTO M 85. Alkali content calculated as sodium oxide equivalent shall not exceed 0.60 percent by weight.
1001.02 BLENDED HYDRAULIC CE MENT. Use blended hydraulic
cement Type IP, Type IS, or Type IL from the Approved Materials List and comply with AASHTO M 240. The alkali content of blended hydraulic cement calculated as sodium oxide e quivalent shall not exceed 0.60 percent by weight. Type IP may contain up to 30 percent by weight of fly ash or up to 30 percent by weight of bottom ash, provided that the bottom ash is interground with the cement clinker. Fly ash and bottom ash shall c omply with AASHTO M 295, Class C or F. Type IS cement may contain up to 50 percent by weight of ground granulated blast -furnace slag. Grade 100 and Grade 120 ground granulated blast -furnace slag (slag cement) shall comply with AASHTO M 302. Type IL portland limestone cement shall not be treated as blended cement for purposes of cement material substitution with fly ash and slag.
1001.03 MASONRY CEMENT AND M ORTAR CEMENT. Comply
with ASTM C91 for masonry cement. Comply with ASTM C1329 for mortar cement. Mix mortar cement in accordance with ASTM C270 or use pre-blended dry mortar cement complying with ASTM C1714 and mix according to the manufacturers recommendations.
1001.04 FLY ASH AND NATURAL POZZOLANS. Use fly ash from
the Approved Materials List. Comply with AASHTO M 295 for Class C and Class F. Comply with ASTM C618 for Class N. Alkali content calculated in accordance with DOTD TR 531 shall not exceed 2.5 percent Section 1001 Portland Cement and Cementitious Materials
1001.01 PORTLAND CEMENT. Use portland cement from the
Approved Materials List and comply with AASHTO M 85. Alkali content calculated as sodium oxide equivalent shall not exceed 0.60 percent by weight.
1001.02 BLENDED HYDRAULIC CE MENT. Use blended hydraulic
cement Type IP, Type IS, or Type IL from the Approved Materials List and comply with AASHTO M 240. The alkali content of blended hydraulic cement calculated as sodium oxide e quivalent shall not exceed 0.60 percent by weight. Type IP may contain up to 30 percent by weight of fly ash or up to 30 percent by weight of bottom ash, provided that the bottom ash is interground with the cement clinker. Fly ash and bottom ash shall c omply with AASHTO M 295, Class C or F. Type IS cement may contain up to 50 percent by weight of ground granulated blast -furnace slag. Grade 100 and Grade 120 ground granulated blast -furnace slag (slag cement) shall comply with AASHTO M 302. Type IL portland limestone cement shall not be treated as blended cement for purposes of cement material substitution with fly ash and slag.
1001.03 MASONRY CEMENT AND M ORTAR CEMENT. Comply
with ASTM C91 for masonry cement. Comply with ASTM C1329 for mortar cement. Mix mortar cement in accordance with ASTM C270 or use pre-blended dry mortar cement complying with ASTM C1714 and mix according to the manufacturers recommendations.
1001.04 FLY ASH AND NATURAL POZZOLANS. Use fly ash from
the Approved Materials List. Comply with AASHTO M 295 for Class C and Class F. Comply with ASTM C618 for Class N. Alkali content calculated in accordance with DOTD TR 531 shall not exceed 2.5 percent Section 1001 Portland Cement and Cementitious Materials
1001.01 PORTLAND CEMENT. Use portland cement from the
Approved Materials List and comply with AASHTO M 85. Alkali content calculated as sodium oxide equivalent shall not exceed 0.60 percent by weight.
1001.02 BLENDED HYDRAULIC CE MENT. Use blended hydraulic
cement Type IP, Type IS, or Type IL from the Approved Materials List and comply with AASHTO M 240. The alkali content of blended hydraulic cement calculated as sodium oxide e quivalent shall not exceed 0.60 percent by weight. Type IP may contain up to 30 percent by weight of fly ash or up to 30 percent by weight of bottom ash, provided that the bottom ash is interground with the cement clinker. Fly ash and bottom ash shall c omply with AASHTO M 295, Class C or F. Type IS cement may contain up to 50 percent by weight of ground granulated blast -furnace slag. Grade 100 and Grade 120 ground granulated blast -furnace slag (slag cement) shall comply with AASHTO M 302. Type IL portland limestone cement shall not be treated as blended cement for purposes of cement material substitution with fly ash and slag.
1001.03 MASONRY CEMENT AND M ORTAR CEMENT. Comply
with ASTM C91 for masonry cement. Comply with ASTM C1329 for mortar cement. Mix mortar cement in accordance with ASTM C270 or use pre-blended dry mortar cement complying with ASTM C1714 and mix according to the manufacturers recommendations.
1001.04 FLY ASH AND NATURAL POZZOLANS. Use fly ash from
the Approved Materials List. Comply with AASHTO M 295 for Class C and Class F. Comply with ASTM C618 for Class N. Alkali content calculated in accordance with DOTD TR 531 shall not exceed 2.5 percent by weight. Fly ash and natural pozzolans with alkali contents greater than 1.5 percent may only be used with innocuous (non -reactive) aggregates.
1001.05 Ground Granulated Bl Ast-Furnace Slag
(SLAG CEMENT). Use Grade 100 or Grade 120 ground granulated blast -furnace slag from the Approved Materials List and comply with AASHTO M 302.
1001.06 MICROSILICA (SILICA FUME). Use microsilica (silica
fume) from the Approved Materials List and comply with AASHTO M 307. by weight. Fly ash and natural pozzolans with alkali contents greater than 1.5 percent may only be used with innocuous (non -reactive) aggregates.
1001.05 Ground Granulated Bl Ast-Furnace Slag
(SLAG CEMENT). Use Grade 100 or Grade 120 ground granulated blast -furnace slag from the Approved Materials List and comply with AASHTO M 302.
1001.06 MICROSILICA (SILICA FUME). Use microsilica (silica
fume) from the Approved Materials List and comply with AASHTO M 307. by weight. Fly ash and natural pozzolans with alkali contents greater than 1.5 percent may only be used with innocuous (non -reactive) aggregates.
1001.05 Ground Granulated Bl Ast-Furnace Slag
(SLAG CEMENT). Use Grade 100 or Grade 120 ground granulated blast -furnace slag from the Approved Materials List and comply with AASHTO M 302.
1001.06 MICROSILICA (SILICA FUME). Use microsilica (silica
fume) from the Approved Materials List and comply with AASHTO M 307. Section 1002 Asphalt Cement, Emulsions, and Additives
1002.01 ASPHALT MATERIALS. Asphalt cement and emulsions shall
be from the Approved Materials List. Asphalt shall be pr epared by the refining of petroleum. Asphalt shall be uniform in character, free from water, and shall not foam when heated to 350°F (177°C). Refinery or supplier storage tanks, piping, retorts, booster tanks, and other equipment used in delivering, sto ring, or handling asphalt materials shall be kept clean and in good operating condition and shall be operated as to avoid contamination of the contents with foreign materials. Final test results for asphalt materials will be applied to the proper table in this Section for conformance to specifications. Samples taken at the refinery or supplier shall comply with specification requirements. When the refinery or supplier sample fails to meet these requirements, the material will be rejected and shall not be shipped to the jobsite. When asphalt materials sampled at the point of delivery do not comply with specification requirements, and in the opinion of the engineer have resulted in an unsatisfactory product based on an investigation, the materials shall be r emoved and replaced or otherwise corrected at no direct pay. Payment adjustment, when required, shall apply to the quantity of material represented by the sample. If no specific pay item exists, then the invoice price for the material will be used.
1002.02 Aspha Lt Material Additive S.
1002.02.1 Anti-Strip: Anti-strip additives for asphalt materials shall
be from the Approved Materials List. Anti -strip additives shall be tested in accordance with DOTD TR 317.
1002.02.2 Crumb Rubber: Waste Tire Rubber must be pre -
qualified by the Materials Laboratory. The maximum size of rubber particles shall be 30 mesh crumb (90 -100 percent passing the No. 30 sieve) with a maximum replacement of 10 percent by weight of asphalt material. No cryogenic crumb rubber is allowed.
1002.02.3 Polymers: Polymer additives that are pre -blended with
the asphalt material will be allowed. In -line blending may be allowed with approval from the Materials Engineer Administrator. Section 1002 Asphalt Cement, Emulsions, and Additives
1002.01 ASPHALT MATERIALS. Asphalt cement and emulsions shall
be from the Approved Materials List. Asphalt shall be pr epared by the refining of petroleum. Asphalt shall be uniform in character, free from water, and shall not foam when heated to 350°F (177°C). Refinery or supplier storage tanks, piping, retorts, booster tanks, and other equipment used in delivering, sto ring, or handling asphalt materials shall be kept clean and in good operating condition and shall be operated as to avoid contamination of the contents with foreign materials. Final test results for asphalt materials will be applied to the proper table in this Section for conformance to specifications. Samples taken at the refinery or supplier shall comply with specification requirements. When the refinery or supplier sample fails to meet these requirements, the material will be rejected and shall not be shipped to the jobsite. When asphalt materials sampled at the point of delivery do not comply with specification requirements, and in the opinion of the engineer have resulted in an unsatisfactory product based on an investigation, the materials shall be r emoved and replaced or otherwise corrected at no direct pay. Payment adjustment, when required, shall apply to the quantity of material represented by the sample. If no specific pay item exists, then the invoice price for the material will be used.
1002.02 Aspha Lt Material Additive S.
1002.02.1 Anti-Strip: Anti-strip additives for asphalt materials shall
be from the Approved Materials List. Anti -strip additives shall be tested in accordance with DOTD TR 317.
1002.02.2 Crumb Rubber: Waste Tire Rubber must be pre -
qualified by the Materials Laboratory. The maximum size of rubber particles shall be 30 mesh crumb (90 -100 percent passing the No. 30 sieve) with a maximum replacement of 10 percent by weight of asphalt material. No cryogenic crumb rubber is allowed.
1002.02.3 Polymers: Polymer additives that are pre -blended with
the asphalt material will be allowed. In -line blending may be allowed with approval from the Materials Engineer Administrator.