Summary for Test 2025-07-21-56-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000225 DEA: 023J3204 EFIS: 0222000034 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3,36,299-Var |
| Award Date | 06/06/2024 |
| Closeout Date | Not set |
| Work Description | BRIDGE POLYESTER CONCRETE OVERLAY & METHACRYLATE DECK SEAL. |
| Location Description | TRINITY COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/08/2024) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/22/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4-inch HMA-A w/25% RAP |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Battles |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D79967 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 824077 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-56
DIME Test ID: 2025-07-21-56-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2025-08-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/13/2025
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3768.0 g | 3769.5 g | 3769.8 g | 3767.6 g | 3769.7 g | 3769.7 g | |
| 2188.0 g | 2197.5 g | 2203.0 g | 2190.5 g | 2196.8 g | 2194.8 g | |
| 3800.6 g | 3808.3 g | 3813.0 g | 3800.5 g | 3807.6 g | 3807.2 g | |
| 2.519 | 2.519 | 2.519 | 2.519 | 2.519 | 2.519 | |
| 3854.2 g | 3858.2 g | 3855.1 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 94.9 mm | 94.9 mm | ||||
| 173 mmHg | 145 mmHg | 159 mmHg | ||||
| 22 inHg | 23 inHg | 23 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.6 cm^3 | 1610.8 cm^3 | 1610.0 cm^3 | 1610.0 cm^3 | 1610.8 cm^3 | 1612.4 cm^3 | |
2.337 | 2.340 | 2.341 | 2.340 | 2.340 | 2.338 | |
7.2 % | 7.1 % | 7.1 % | 7.1 % | 7.1 % | 7.2 % | |
116.1 cm^3 | 114.4 cm^3 | 114.3 cm^3 | 114.3 cm^3 | 114.4 cm^3 | 116.1 cm^3 | |
3849.3 g | 3849.6 g | 3849.8 g | ||||
3860.9 g | 3861.0 g | 3861.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
86.2 cm^3 | 88.7 cm^3 | 85.3 cm^3 | ||||
74 % | 78 % | 75 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
19007 N | 19603 N | 20275 N | 20511 N | 20622 N | 20991 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
17 | 20 | 15 | 26 | 44 | 40 | |
0 | 0 | 0 | 0 | 0 | 0 | |
849 kPa | 877 kPa | 907 kPa | 916 kPa | 922 kPa | 939 kPa | |
127 psi | 134 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=134 psi, 127 psi, TSR=95%
Test was verified on 8/13/2025 ✔