Summary for Test 2024-10-03-100-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000157 DEA: 024J9004 EFIS: 0223000085 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-161-15.0/17.6 |
| Award Date | 05/15/2024 |
| Closeout Date | 03/24/2025 |
| Work Description | COLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY. |
| Location Description | SISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 10/03/2024 | Sample Unique Key | 100 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/03/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2 HMA Type A | The quantity of what the sample constitutes | PSE 16 boxs |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79738 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit - Lookout, CA | |
| Transportation Laboratory (TL) Number | 858517 | 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 (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-10-03-100
DIME Test ID: 2024-10-03-100-4
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: 2024-10-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/17/2024
| 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 | 94.9 mm | 94.9 mm | 95.0 mm | 95.2 mm | |
| 3688.1 g | 3688.8 g | 3690.2 g | 3688.9 g | 3691.2 g | 3690.6 g | |
| 2096.7 g | 2097.0 g | 2096.3 g | 2090.7 g | 2099.7 g | 2097.3 g | |
| 3718.7 g | 3716.3 g | 3717.8 g | 3714.0 g | 3719.4 g | 3718.3 g | |
| 2.448 | 2.448 | 2.448 | 2.448 | 2.448 | 2.448 | |
| 3776.9 g | 3772.3 g | 3779.4 g | ||||
| 95.3 mm | 95.1 mm | 95.1 mm | ||||
| 201 mmHg | 195 mmHg | 192 mmHg | ||||
| 21 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1622.0 cm^3 | 1619.3 cm^3 | 1621.5 cm^3 | 1623.3 cm^3 | 1619.7 cm^3 | 1621.0 cm^3 | |
2.274 | 2.278 | 2.276 | 2.272 | 2.279 | 2.277 | |
7.1 % | 6.9 % | 7.0 % | 7.2 % | 6.9 % | 7.0 % | |
115.2 cm^3 | 111.7 cm^3 | 113.5 cm^3 | 116.9 cm^3 | 111.8 cm^3 | 113.5 cm^3 | |
3768.7 g | 3767.0 g | 3769.6 g | ||||
3780.3 g | 3778.2 g | 3781.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
88.8 cm^3 | 83.5 cm^3 | 89.2 cm^3 | ||||
77 % | 75 % | 79 % | ||||
17757 N | 17295 N | 18954 N | 22392 N | 23180 N | 23598 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
12 | 10 | 8 | 12 | 14 | 11 | |
0 | 0 | 0 | 0 | 0 | 0 | |
791 kPa | 772 kPa | 846 kPa | 1001 kPa | 1036 kPa | 1052 kPa | |
116 psi | 149 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=149 psi, S2=116 psi, TSR=78%
Test was verified on 10/22/2024 ✔