Summary for Test 2026-07-07-106-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 07/07/2026 | Sample Unique Key | 106 |
|---|---|---|---|
| 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 | 07/08/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28) |
| 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80266 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction ā Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 896860 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.8 | Virgin binder PG | |
| Design binder PG | PG 64-28M | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 21 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-07-106
DIME Test ID: 2026-07-07-106-4
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: 2026-08-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/30/2026
| 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 | |
| 3688.3 g | 3688.2 g | 3688.7 g | 3686.5 g | 3688.2 g | 3688.6 g | |
| 2098.4 g | 2098.7 g | 2098.7 g | 2108.6 g | 2099.5 g | 2091.4 g | |
| 3718.4 g | 3723.4 g | 3719.8 g | 3723.4 g | 3720.4 g | 3716.5 g | |
| 2.442 | 2.442 | 2.442 | 2.442 | 2.442 | 2.442 | |
| 3770.5 g | 3774.4 g | 3773.2 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 140 mmHg | 140 mmHg | 140 mmHg | ||||
| 24 inHg | 24 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.0 cm^3 | 1624.7 cm^3 | 1621.1 cm^3 | 1614.8 cm^3 | 1620.9 cm^3 | 1625.1 cm^3 | |
2.277 | 2.270 | 2.275 | 2.283 | 2.275 | 2.270 | |
6.8 % | 7.0 % | 6.8 % | 6.5 % | 6.8 % | 7.0 % | |
110.2 cm^3 | 113.7 cm^3 | 110.2 cm^3 | 105.0 cm^3 | 110.2 cm^3 | 113.8 cm^3 | |
3765.4 g | 3767.8 g | 3765.8 g | ||||
3776.5 g | 3779.2 g | 3776.9 g | ||||
3770.5 cm^3 | 3774.4 cm^3 | 3773.2 cm^3 | ||||
82.2 cm^3 | 86.2 cm^3 | 84.5 cm^3 | ||||
75 % | 76 % | 77 % | ||||
26421 N | 24876 N | 26575 N | 27721 N | 27924 N | 27781 N | |
1 | 1 | 1 | 1 | 0 | 0 | |
17 | 14 | 19 | 34 | 21 | 27 | |
1 | 0 | 0 | 0 | 0 | 0 | |
1182 kPa | 1113 kPa | 1188 kPa | 1240 kPa | 1249 kPa | 1242 kPa | |
168 psi | 180 psi | |||||
0.93 | ||||||
General comments (publicly viewable) (Max 1000 characters): Sā=180 psi, Sā=168 psi, TSR=93%
Test was verified on 8/3/2026 ✔