Summary for Test 2025-09-19-56-3
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 | 09/19/2025 | 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 | 09/25/2025 |
| Sample type | Acceptance | A brief description of the sample | 12 Boxes of Lime Treated 3/4-inch HMA-A, w/ 24% RAP, PG 58-34 Albina (K-Falls) |
| The quantity of what the sample constitutes | 20,000 Tons | 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 | D80061 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 848634 |
| 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: 2025-09-19-56
DIME Test ID: 2025-09-19-56-3
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: 2025-10-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/10/2025
| 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 | 95.0 mm | 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | |
| 3533.5 g | 3537.1 g | 3536.7 g | 3535.0 g | 3538.1 g | 3535.9 g | |
| 1969.0 g | 1992.2 g | 1985.7 g | 1967.9 g | 1988.6 g | 1997.9 g | |
| 3555.4 g | 3571.1 g | 3572.9 g | 3553.9 g | 3576.2 g | 3576.0 g | |
| 2.408 | 2.408 | 2.408 | 2.408 | 2.408 | 2.408 | |
| 3617.1 g | 3624.0 g | 3629.1 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 274 mmHg | 147 mmHg | 254 mmHg | ||||
| 18 inHg | 23 inHg | 19 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1586.4 cm^3 | 1578.9 cm^3 | 1587.2 cm^3 | 1586.0 cm^3 | 1587.6 cm^3 | 1578.1 cm^3 | |
2.227 | 2.240 | 2.228 | 2.229 | 2.229 | 2.241 | |
7.5 % | 7.0 % | 7.5 % | 7.4 % | 7.4 % | 6.9 % | |
119.0 cm^3 | 110.5 cm^3 | 119.0 cm^3 | 117.4 cm^3 | 117.5 cm^3 | 108.9 cm^3 | |
3616.8 g | 3614.4 g | 3620.0 g | ||||
3628.7 g | 3625.5 g | 3631.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
83.6 cm^3 | 86.9 cm^3 | 92.4 cm^3 | ||||
70 % | 79 % | 78 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
8590 N | 8687 N | 7891 N | 9163 N | 10240 N | 10151 N | |
2 | 3 | 3 | 1 | 1 | 1 | |
10 | 6 | 9 | 9 | 10 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
384 kPa | 388 kPa | 353 kPa | 410 kPa | 458 kPa | 454 kPa | |
54 psi | 64 psi | |||||
0.84 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=64 psi, S2=54 psi, TSR=85%
Test was verified on 10/15/2025 ✔