Summary for Test 2024-07-01-89-5
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 | 07/01/2024 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 07/01/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR) virgin PG 64-16 from Valero – Benicia |
| 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 | D79614 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 853408 |
| 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 | 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: 2024-07-01-89
DIME Test ID: 2024-07-01-89-5
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: 2024-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/09/2024
| 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 | 94.8 mm | 94.9 mm | 94.9 mm | 94.9 mm | 94.8 mm | |
| 3688.8 g | 3689.8 g | 3690.9 g | 3688.5 g | 3690.3 g | 3690.3 g | |
| 2078.6 g | 2077.3 g | 2083.7 g | 2076.5 g | 2079.7 g | 2085.8 g | |
| 3712.7 g | 3711.1 g | 3714.3 g | 3710.2 g | 3712.3 g | 3714.1 g | |
| 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | 2.433 | |
| 3774.2 g | 3772.3 g | 3772.2 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 95.2 mm | 95.0 mm | 95.0 mm | ||||
| 119 mmHg | 117 mmHg | 126 mmHg | ||||
| 24 inHg | 24 inHg | 25 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1634.1 cm^3 | 1633.8 cm^3 | 1630.6 cm^3 | 1633.7 cm^3 | 1632.6 cm^3 | 1628.3 cm^3 | |
2.257 | 2.258 | 2.264 | 2.258 | 2.260 | 2.266 | |
7.2 % | 7.2 % | 6.9 % | 7.2 % | 7.1 % | 6.9 % | |
117.7 cm^3 | 117.6 cm^3 | 112.5 cm^3 | 117.6 cm^3 | 115.9 cm^3 | 112.4 cm^3 | |
3771.2 g | 3772.1 g | 3769.7 g | ||||
3783.0 g | 3783.9 g | 3780.9 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
85.4 cm^3 | 82.5 cm^3 | 81.3 cm^3 | ||||
73 % | 70 % | 72 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
19203 N | 19723 N | 19999 N | 20204 N | 20288 N | 20404 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
22 | 19 | 18 | 26 | 30 | 24 | |
0 | 0 | 0 | 0 | 0 | 0 | |
856 kPa | 881 kPa | 893 kPa | 904 kPa | 907 kPa | 913 kPa | |
127 psi | 132 psi | |||||
0.96 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=132 psi, S2=127 psi, TSR=97%
Test was verified on 9/9/2024 ✔