Summary for Test 2024-10-11-66-6
Test performed: AASHTO T283-14
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 10/11/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| 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 | 09/16/2024 |
| Sample type | Verification | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | 24 BOXES RWMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1201-JMF | Linked DIME Sample ID | 2024-10-11-67 |
| The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | |
| 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 | Not Applicable |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 226110 Otay SJR | |
| 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: 2024-10-11-66
DIME Test ID: 2024-10-11-66-6
Testing Lab: CT D11 - District 11 Materials 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: 2024-10-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/30/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3769.1 g | 3743.9 g | 3752.8 g | 3716.6 g | 3751.2 g | 3738.1 g | |
| 2118.0 g | 2098.1 g | 2105.9 g | 2078.5 g | 2105.2 g | 2118.2 g | |
| 3781.6 g | 3758.0 g | 3776.5 g | 3735.1 g | 3776.2 g | 3778.2 g | |
| 2.426 | 2.426 | 2.426 | 2.426 | 2.426 | 2.426 | |
| 3856.5 g | 3825.2 g | 3839.3 g | ||||
| 2118.0 g | 2098.1 g | 2105.9 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1663.6 cm^3 | 1659.9 cm^3 | 1670.6 cm^3 | 1656.6 cm^3 | 1671.0 cm^3 | 1660.0 cm^3 | |
2.266 | 2.255 | 2.246 | 2.244 | 2.245 | 2.252 | |
6.6 % | 7.0 % | 7.4 % | 7.5 % | 7.5 % | 7.2 % | |
109.8 cm^3 | 116.2 cm^3 | 123.6 cm^3 | 124.2 cm^3 | 125.3 cm^3 | 119.5 cm^3 | |
3846.0 g | 3825.2 g | 3839.3 g | ||||
3856.9 g | 3836.9 g | 3851.7 g | ||||
1738.5 cm^3 | 1727.1 cm^3 | 1733.4 cm^3 | ||||
87.4 cm^3 | 81.3 cm^3 | 86.5 cm^3 | ||||
80 % | 70 % | 70 % | ||||
4.5 % | 4.0 % | 3.8 % | ||||
10894 N | 10958 N | 11520 N | 16859 N | 15324 N | 16623 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
486 kPa | 489 kPa | 514 kPa | 753 kPa | 685 kPa | 743 kPa | |
72 psi | 105 psi | |||||
0.69 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target Wet>70 and Dry>100 Tensile..50
Test was verified on 10/31/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.