Summary for Test 2025-10-10-55-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000957 DEA: 022K5404 EFIS: 0225000091 |
|---|---|
| DIST-CO-RTE-PM | 02--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 10/10/2025 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 10/10/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A PG 58-34M from Valero (Benicia) |
| 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80083 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 876963 |
| 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 | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-10-10-55
DIME Test ID: 2025-10-10-55-5
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: 2025-11-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/04/2025
| 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 | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3769.9 g | 3770.1 g | 3769.6 g | 3769.8 g | 3769.5 g | 3770.4 g | |
| 2211.4 g | 2209.2 g | 2210.9 g | 2210.2 g | 2215.3 g | 2210.2 g | |
| 3814.2 g | 3812.8 g | 3807.4 g | 3809.2 g | 3813.3 g | 3815.8 g | |
| 2.530 | 2.530 | 2.530 | 2.530 | 2.530 | 2.530 | |
| 3853.9 g | 3852.3 g | 3853.7 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 154 mmHg | 189 mmHg | 132 mmHg | ||||
| 23 inHg | 22 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1602.8 cm^3 | 1603.6 cm^3 | 1596.5 cm^3 | 1599.0 cm^3 | 1598.0 cm^3 | 1605.6 cm^3 | |
2.352 | 2.351 | 2.361 | 2.358 | 2.359 | 2.348 | |
7.0 % | 7.1 % | 6.7 % | 6.8 % | 6.8 % | 7.2 % | |
112.2 cm^3 | 113.9 cm^3 | 107.0 cm^3 | 108.7 cm^3 | 108.7 cm^3 | 115.6 cm^3 | |
3848.4 g | 3849.8 g | 3844.5 g | ||||
3859.7 g | 3861.2 g | 3855.2 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
84.0 cm^3 | 82.2 cm^3 | 84.1 cm^3 | ||||
75 % | 72 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
23491 N | 23344 N | 22748 N | 23980 N | 23322 N | 24145 N | |
1 | 1 | 2 | 1 | 1 | 1 | |
45 | 52 | 43 | 50 | 40 | 69 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1051 kPa | 1044 kPa | 1017 kPa | 1072 kPa | 1043 kPa | 1080 kPa | |
150 psi | 154 psi | |||||
0.97 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=154 psi, S2=150 psi, TSR=97%
Test was verified on 11/4/2025 ✔