Summary for Test 2026-07-15-89-5
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 | 07/15/2026 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 07/15/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 Boxes of Lime treated 3/4-inch Type A HMA (eq.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 | D80293 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction - Sierra Cascade Aggregate and Asphalt Products - Chester, CA | Transportation Laboratory (TL) Number | 848646 |
| 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 (%) | 5.9 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
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DIME Sample ID: 2026-07-15-89
DIME Test ID: 2026-07-15-89-5
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: 2026-08-12
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/07/2026
| 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 | |
| 94.8 mm | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | 94.8 mm | |
| 3641.5 g | 3641.0 g | 3641.3 g | 3641.1 g | 3641.3 g | 3641.3 g | |
| 2080.9 g | 2085.4 g | 2085.5 g | 2083.3 g | 2078.2 g | 2080.5 g | |
| 3688.1 g | 3685.5 g | 3685.7 g | 3684.9 g | 3684.8 g | 3682.5 g | |
| 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | |
| 3728.4 g | 3720.5 g | 3721.5 g | ||||
| 94.8 mm | 94.8 mm | 94.9 mm | ||||
| 139 mmHg | 116 mmHg | 116 mmHg | ||||
| 24 inHg | 25 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1607.2 cm^3 | 1600.1 cm^3 | 1600.2 cm^3 | 1601.6 cm^3 | 1606.6 cm^3 | 1602.0 cm^3 | |
2.266 | 2.275 | 2.276 | 2.273 | 2.266 | 2.273 | |
6.9 % | 6.5 % | 6.5 % | 6.6 % | 6.9 % | 6.6 % | |
110.9 cm^3 | 104.0 cm^3 | 104.0 cm^3 | 105.7 cm^3 | 110.9 cm^3 | 105.7 cm^3 | |
3719.1 g | 3713.8 g | 3714.1 g | ||||
3730.2 g | 3724.2 g | 3724.5 g | ||||
3728.4 cm^3 | 3720.5 cm^3 | 3721.5 cm^3 | ||||
86.9 cm^3 | 79.5 cm^3 | 80.2 cm^3 | ||||
78 % | 76 % | 77 % | ||||
24569 N | 26262 N | 27036 N | 26339 N | 25441 N | 27731 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
36 | 42 | 40 | 30 | 24 | 36 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1100 kPa | 1176 kPa | 1209 kPa | 1179 kPa | 1139 kPa | 1241 kPa | |
168 psi | 172 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S₁=172 psi, S₂=168 psi, TSR=98%
Test was verified on 8/12/2026 ✔