Summary for Test 2024-06-06-126-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 06/06/2024 | Sample Unique Key | 126 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/06/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch RHMA-G (PG 64-16 CR) | 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 | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79568 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | |
| Transportation Laboratory (TL) Number | 876860 | 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 | RHMA-G |
|---|---|---|---|
| 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: 2024-06-06-126
DIME Test ID: 2024-06-06-126-4
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: 2025-03-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/23/2024
| 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 | |
| 95.0 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.9 mm | 95.0 mm | |
| 3656.7 g | 3655.1 g | 3655.6 g | 3657.1 g | 3656.6 g | 3657.2 g | |
| 2060.0 g | 2062.7 g | 2070.4 g | 2062.1 g | 2069.1 g | 2067.2 g | |
| 3681.6 g | 3678.8 g | 3688.0 g | 3685.5 g | 3687.5 g | 3682.7 g | |
| 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | 2.434 | |
| 3744.0 g | 3737.2 g | 3738.5 g | ||||
| 95.1 mm | 95.0 mm | 95.0 mm | ||||
| 135 mmHg | 169 mmHg | 178 mmHg | ||||
| 23 inHg | 22 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1621.6 cm^3 | 1616.1 cm^3 | 1617.6 cm^3 | 1623.4 cm^3 | 1618.4 cm^3 | 1615.5 cm^3 | |
2.255 | 2.262 | 2.260 | 2.253 | 2.259 | 2.264 | |
7.4 % | 7.1 % | 7.1 % | 7.4 % | 7.2 % | 7.0 % | |
120.0 cm^3 | 114.7 cm^3 | 114.8 cm^3 | 120.1 cm^3 | 116.5 cm^3 | 113.1 cm^3 | |
3740.7 g | 3735.4 g | 3736.0 g | ||||
3752.7 g | 3746.9 g | 3747.4 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.3 cm^3 | 82.1 cm^3 | 82.9 cm^3 | ||||
73 % | 72 % | 72 % | ||||
18540 N | 19012 N | 19003 N | 19070 N | 19194 N | 19746 N | |
1 | 1 | 1 | 0 | 0 | 0 | |
40 | 52 | 43 | 73 | 64 | 65 | |
0 | 0 | 0 | 0 | 0 | 0 | |
827 kPa | 849 kPa | 849 kPa | 853 kPa | 858 kPa | 882 kPa | |
122 psi | 125 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=125, S2=122, TSR=97%
Test was verified on 3/7/2025 ✔