State DOT Cementitious Materials Content Specification Table
The table below lists state DOT cementitious content specification limits based on available online information and interpretation of agency specifications as of mid-2025. The information in the table was compiled by NCE (S. Lopez) as part of FHWA-sponsored work.
| State | Specification Year | Cementitious Content (lb/yd3) | Coal Ash F (individual limit) | Coal Ash C (individual limit) | Slag Cement (individual limit) | Allowable Cements | Allowable Blended Cements | Mix Design Flexural Strength (psi) | *Special Notes |
|---|---|---|---|---|---|---|---|---|---|
| Alaska | 2023 | 470 min | 30% max | 30% max | 55% max | II | - | 450 psi - opening to traffic | |
| Alabama | 2022 | - | 30% max | 30% max | 50% max | I, II, III | IL | 650 psi @ 28 days | |
| Arkansas | 2014 | 564 min | 20% max | 20% max | 25% max | I | IP, IS | - | |
| Arizona | 2021 | 564 min, 658 max | 25% max | 25% max | - | II, III, V | IP | - | |
| California | 2023 | 505 min | * | * | * | II, III, V | IL | 570 psi @ 28 days, 650 psi @ 42 days | See section 90 equation 1. |
| Colorado | 2023 | - | - | - | - | I, II, V | IL, IP, IT | - | |
| Connecticut | 2017 | 615 min | 20% max | 20% max | 30% max | I, II, III | * | Monitored by evaluation of compressive strength cylinders. | Binary and Ternary cements allowed. |
| Delaware | 2024 | - | 20% min* | 20% min* | 35% min* | I, II, I/II, III | IP, IT, IS, IL | - | Depends on alkali content. Check section 1022.8.2.2.B.1. |
| Florida | 2024-2025 | 470 min | 50% max* | - | 60% max* | I, II, III, V | IL, IP, IS, IT | 550 psi - opening to traffic | Depends on environment. Check Table 346-2. |
| Georgia | 2021 | 470 min | 15% max | 15% max | 50% max | I, II | IP, IS | - | |
| Hawaii | 2005 | 560 min | 15% max | 15% max | - | I, II | IP | 650 psi @ 14 days | |
| Iowa | 2023 | - | 20% max | - | 35% max | I, II | IL, IP, IS, IT* | - | Specifies limits on constituent replacement in blended cements. |
| Idaho | 2018 | 660 min | 25% max | - | 35% max | I, II, III | IL, IP, IS, IT | - | |
| Illinois | 2022 | 565 min | 25% max | 30% max | 35% max | I, III | IP, IS | 650 psi - opening to traffic | |
| Indiana | 2020 | 400 min | 20% max | - | 30% max | I, II, III | IL, IP, IS | 570 psi @ 7 days | |
| Kansas | 2015 | 564 min | 25% max | - | 40% max | II | IL, IP, IS, IT | - | |
| Kentucky | 2019 | 564 min* | 20% max | 30% max | 30% max | I, II, III, IV, V | IL, IP, IS | - | 611 lb/yd3 when using coarse aggregate sizes No. 8, 78, or 9-M. |
| Louisiana | 2016 | - | 30% max | 30% max | 50% max | I, II, III | IL, IP, IS | 550 psi - opening to traffic | |
| Massachusetts | 2020 | 565 min* | 30% max | - | 50% max | I, II | IP | - | Depends on 28-day compressive strength. Check Table M4.02.00-1. |
| Maryland | 2024 | 580 min* | 25% max | - | 50% max | I, II | IL, IP, IS | - | Depends on 28-day compressive strength. Check Table 902 A. |
| Maine | 2020 | 660 max | 40% max | 40% max | 50% max | I, II, III | IP | - | |
| Michigan | 2020 | 470 min, 611 max* | 25% max | - | 40% max | I, II, III | - | 550 psi @ 7 days, 650 psi @ 28 days | Depends on concrete grade used and weather conditions. Check Table 1004-1. |
| Minnesota | 2020 | 530 min | 33 % max | 33% max | 35% max | * | IL, IP, IS, IT | 350-500 psi* | 1) Portland cement meets requirements of AASTHO M 85. 2) Flex strength depends on slab thickness. Check Table 2301.3-7. |
| Missouri | 2024 | 517 min | 25% max | 25% max | 30% max | * | IL, IP, IS, IT | - | Portland cement conforming to AASHTO M 85. |
| Mississippi | 2017 | - | 25% max | - | 50% max | I, II | IL, IP, IS | - | |
| Montana | 2020 | 658 max | 30% max | 30% max | 50% max | I, II, V | IL, IP, IS, IT | 500 psi | |
| North Carolina | 2020 | 526 min | 20% max | - | 50% max | I, II, III | IP, IS, IT | 650 psi @ 28 days | |
| North Dakota | 2023 | 550 min | 35% max | - | 35% max | II | IL | 450 psi @ 7 days | |
| Nebraska | 2017 | 564 min | 25% max | 25% max | 35% max | I, II, III | IP, IS, IT | - | |
| New Hampshire | 2016 | - | - | - | - | II | IP | - | |
| New Jersey | 2019 | 564 min | 25% max | - | 50% max | I, II, III | IL, IP, IS | - | |
| New Mexico | 2019 | 600 min | * | - | * | II, III, V | IP, IS, IT | 650 psi @ 28 days | See section 509 equation 1. |
| Nevada | 2014 | 611 min | 15% min | - | 35% min | II, V | IP | 650 psi @ 28 days | |
| New York | 2024 | 605 min | 20% max | 20% max | 20% max | I, II, III, IV, V | IL, IP, IS, IT | - | |
| Ohio | 2023 | 520 min | 25% max | 25% max | 30% max | I, II, III | IL, IS | - | |
| Oklahoma | 2019 | 517 min | 20% max | 20% max | 50% max | I, IV, V | IL, IP, IS | 650 psi @ 28 days | |
| Oregon | 2024 | - | 30% max | - | 50% max | I, II, III | IL, IP, IS, IT | 600 psi @ 28 days | |
| Pennsylvania | 2020 | 517 min | 15% min | 15% min | 25% min | I, II | IP, IS | - | |
| Rhode Island | 2021 | 500 min | 15% max | 15% max | - | I, II, III | * | 525 psi - opening to traffic | No specific blended cements listed, but allowed and must meet requirements of AASHTO M240. |
| South Carolina | 2025 | 517 min | 20% max | - | 50% max | I, II | IL, IS | - | |
| South Dakota | 2015 | 600 min | 25% max | - | - | II | - | - | |
| Tennessee | 2021 | 526 min | 20% max | 20% max | 50% max | I, II, III | IL, IS, IP | - | Varies dependig on coarse aggregate type. Check Table 501.03-1. |
| Texas | 2024-2021 | 520 max | 40% max | - | 50% max | I, II, I/II, V | IL, IP, IS, IT | - | |
| Utah | 2025 | 470 min | 30% max | - | - | I, II III, V | IL, IP, IT | 650 psi @ 28 days | |
| Virginia | 2020 | 564 min | 30% max | - | 50% max | I, II, III, K | * | - | No specific blended cements listed, but allowed and must meet requirements of AASHTO M240. |
| Vermont | 2018 | - | 20% min | - | 25% min | II, III, V | IP, IS, IT | - | |
| Washington | 2024 | 564 min | 35% max | - | 30% max | I, II, III | IP, IS, IT, IL | 650 psi @ 14 days | |
| Wisconsin | 2024 | 565 min | 30% max | - | 30% max | I, II, III | IL, IP, IS, IT | - | |
| West Virginia | 2017 | 658 min | 25% max | - | 50% max | I | IL, IP, IS | 500 psi @ 28 days | |
| Wyoming | 2021 | 470 min | 25% max | - | 50% max | II | I(PM)* | 650 psi @ 28 days | Type I pozzolan-modified portland cement |