Summary for Test 2024-06-10-85-8
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 85 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch type A HMA | 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 | D79572 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | |
| Transportation Laboratory (TL) Number | 692887 | 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 (%) | 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: 2024-06-10-85
DIME Test ID: 2024-06-10-85-8
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: 2025-03-24
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 06/18/2024
| 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 | 94.9 mm | 49.9 mm | 95.0 mm | 94.9 mm | 94.9 mm | |
| 3703.8 g | 3703.8 g | 3704.8 g | 3703.9 g | 3703.8 g | 3702.7 g | |
| 2126.0 g | 2126.8 g | 2128.6 g | 2124.1 g | 2134.1 g | 2124.7 g | |
| 3737.3 g | 3733.3 g | 3740.8 g | 3736.9 g | 3741.2 g | 3733.1 g | |
| 2.479 | 2.479 | 2.479 | 2.479 | 2.479 | 2.479 | |
| 3788.7 g | 3788.8 g | 3788.3 g | ||||
| 94.9 mm | 94.9 mm | 95.0 mm | ||||
| 169 mmHg | 187 mmHg | 189 mmHg | ||||
| 22 inHg | 21 inHg | 22 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1611.3 cm^3 | 1606.5 cm^3 | 1612.2 cm^3 | 1612.8 cm^3 | 1607.1 cm^3 | 1608.4 cm^3 | |
2.299 | 2.306 | 2.298 | 2.297 | 2.305 | 2.302 | |
7.3 % | 7.0 % | 7.3 % | 7.3 % | 7.0 % | 7.1 % | |
117.6 cm^3 | 112.5 cm^3 | 117.7 cm^3 | 117.7 cm^3 | 112.5 cm^3 | 114.2 cm^3 | |
3786.1 g | 3782.6 g | 3787.2 g | ||||
3797.9 g | 3793.8 g | 3799.0 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
84.9 cm^3 | 85.0 cm^3 | 83.5 cm^3 | ||||
72 % | 76 % | 71 % | ||||
23278 N | 23300 N | 23727 N | 23060 N | 24554 N | 24132 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
21 | 20 | 27 | 20 | 16 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1041 kPa | 1042 kPa | 1060 kPa | 1030 kPa | 1098 kPa | 1079 kPa | |
152 psi | 155 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=155psi,
S2=152psi,
TSR=98%
Test was verified on 3/24/2025 ✔