Summary for Test 2025-08-11-46-5
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 | 08/11/2025 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 08/11/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 24.0% RAP and virgin PG 58-34 binder from Valero - Benicia |
| The quantity of what the sample constitutes | 300 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Not Provided | Last name of sampler or witnessed by | Not Provided |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79997 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 858145 |
| 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 | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-08-11-46
DIME Test ID: 2025-08-11-46-5
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: 2025-08-27
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/27/2025
| 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 | |
| 94.8 mm | 94.9 mm | 94.9 mm | 94.8 mm | 94.8 mm | 94.9 mm | |
| 3627.4 g | 3626.6 g | 3626.8 g | 3626.6 g | 3627.3 g | 3626.4 g | |
| 2048.5 g | 2057.9 g | 2055.9 g | 2052.9 g | 2051.0 g | 2058.1 g | |
| 3667.0 g | 3669.1 g | 3673.3 g | 3669.4 g | 3669.7 g | 3670.7 g | |
| 2.420 | 2.420 | 2.420 | 2.420 | 2.420 | 2.420 | |
| 3720.1 g | 3713.8 g | 3721.4 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 182 mmHg | 146 mmHg | 188 mmHg | ||||
| 21 inHg | 23 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1618.5 cm^3 | 1611.2 cm^3 | 1617.4 cm^3 | 1616.5 cm^3 | 1618.7 cm^3 | 1612.6 cm^3 | |
2.241 | 2.251 | 2.242 | 2.243 | 2.241 | 2.249 | |
7.4 % | 7.0 % | 7.4 % | 7.3 % | 7.4 % | 7.1 % | |
119.8 cm^3 | 112.8 cm^3 | 119.7 cm^3 | 118.0 cm^3 | 119.8 cm^3 | 114.5 cm^3 | |
3711.3 g | 3705.6 g | 3710.6 g | ||||
3723.2 g | 3716.8 g | 3722.6 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
92.7 cm^3 | 87.2 cm^3 | 94.6 cm^3 | ||||
77 % | 77 % | 79 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
20858 N | 18856 N | 20253 N | 22237 N | 24136 N | 25368 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
26 | 29 | 39 | 24 | 27 | 30 | |
0 | 0 | 0 | 0 | 0 | 0 | |
933 kPa | 843 kPa | 905 kPa | 996 kPa | 1081 kPa | 1135 kPa | |
130 psi | 155 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=155 psi, S2=130 psi, TSR=84%
Test was verified on 8/27/2025 ✔