Summary for Test 2025-07-21-53-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 07/21/2025 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 07/22/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 Boxes 3/4" HMA-A w/ PG58-34 Albina (K-Fallls) |
| 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 | D79965 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | Transportation Laboratory (TL) Number | 867340 |
| 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 | Binder Supplier | Albina (Klamath Falls, OR) | |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-07-21-53
DIME Test ID: 2025-07-21-53-5
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: 2025-08-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/06/2025
| 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 | |
| 95.0 mm | 95.0 mm | 94.9 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3618.1 g | 3619.4 g | 3618.6 g | 3618.8 g | 3619.4 g | 3618.0 g | |
| 2050.2 g | 2063.3 g | 2067.2 g | 2053.7 g | 2054.2 g | 2065.5 g | |
| 3664.7 g | 3675.4 g | 3673.1 g | 3665.2 g | 3669.7 g | 3669.4 g | |
| 2.417 | 2.417 | 2.417 | 2.417 | 2.417 | 2.417 | |
| 3708.5 g | 3707.6 g | 3703.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.0 mm | 95.0 mm | 95.0 mm | ||||
| 205 mmHg | 173 mmHg | 135 mmHg | ||||
| 21 inHg | 22 inHg | 24 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1614.5 cm^3 | 1612.1 cm^3 | 1605.9 cm^3 | 1611.5 cm^3 | 1615.5 cm^3 | 1603.9 cm^3 | |
2.241 | 2.245 | 2.253 | 2.246 | 2.240 | 2.256 | |
7.3 % | 7.1 % | 6.8 % | 7.1 % | 7.3 % | 6.7 % | |
117.9 cm^3 | 114.5 cm^3 | 109.2 cm^3 | 114.4 cm^3 | 117.9 cm^3 | 107.5 cm^3 | |
3700.6 g | 3699.6 g | 3695.0 g | ||||
3712.4 g | 3711.0 g | 3706.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
90.4 cm^3 | 88.2 cm^3 | 84.6 cm^3 | ||||
77 % | 77 % | 77 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
24003 N | 21756 N | 24745 N | 25582 N | 24674 N | 27232 N | |
2 | 2 | 2 | 0 | 0 | 0 | |
42 | 27 | 33 | 43 | 40 | 37 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1072 kPa | 972 kPa | 1105 kPa | 1143 kPa | 1102 kPa | 1217 kPa | |
152 psi | 167 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=167, S2=152, TSR=91%
Test was verified on 8/7/2025 ✔