Summary for Test 2024-07-08-105-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 07/08/2024 | Sample Unique Key | 105 |
|---|---|---|---|
| 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 | 07/08/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" HMA-A w/25% RAP |
| The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79633 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 972010 |
| 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: 2024-07-08-105
DIME Test ID: 2024-07-08-105-4
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: 2024-09-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/25/2024
| 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 | 94.8 mm | 94.9 mm | 94.8 mm | 94.8 mm | |
| 3781.7 g | 3782.1 g | 3782.8 g | 3781.9 g | 3781.8 g | 3782.0 g | |
| 2187.9 g | 2188.7 g | 2192.4 g | 2188.9 g | 2190.2 g | 2194.3 g | |
| 3814.1 g | 3814.5 g | 3818.0 g | 3817.8 g | 3812.8 g | 3817.7 g | |
| 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | 2.504 | |
| 3870.9 g | 3863.4 g | 3865.8 g | ||||
| 0.0 g | 0.0 g | 0.0 g | ||||
| 94.9 mm | 94.9 mm | 94.9 mm | ||||
| 165 mmHg | 180 mmHg | 174 mmHg | ||||
| 23 inHg | 21 inHg | 21 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.2 cm^3 | 1625.8 cm^3 | 1625.6 cm^3 | 1628.9 cm^3 | 1622.6 cm^3 | 1623.4 cm^3 | |
2.325 | 2.326 | 2.327 | 2.322 | 2.331 | 2.330 | |
7.1 % | 7.1 % | 7.1 % | 7.3 % | 6.9 % | 6.9 % | |
115.5 cm^3 | 115.4 cm^3 | 115.4 cm^3 | 118.9 cm^3 | 112.0 cm^3 | 112.0 cm^3 | |
3862.5 g | 3862.9 g | 3863.6 g | ||||
3874.1 g | 3874.4 g | 3875.1 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
89.2 cm^3 | 81.3 cm^3 | 83.0 cm^3 | ||||
77 % | 70 % | 72 % | ||||
0.0 % | 0.0 % | 0.0 % | ||||
18318 N | 18207 N | 18594 N | 19123 N | 18789 N | 18500 N | |
0 | 0 | 0 | 0 | 0 | 0 | |
18 | 14 | 12 | 14 | 11 | 15 | |
0 | 0 | 0 | 0 | 0 | 0 | |
819 kPa | 814 kPa | 832 kPa | 855 kPa | 841 kPa | 828 kPa | |
119 psi | 122 psi | |||||
0.98 | ||||||
General comments (publicly viewable) (Max 1000 characters): S1=122 psi, S2=119 psi, TSR=98%
Test was verified on 9/9/2024 ✔