Summary for Test 2024-10-11-66-11
Test performed: AASHTO T283-14Project 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: 2024-10-11-66-11
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: 2024-11-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/13/2024
| 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 | 3765.2 g | 3767.8 g | 3768.2 g | 3768.1 g | 3767.4 g | |
| 2103.5 g | 2098.1 g | 2100.5 g | 2100.0 g | 2097.3 g | 2098.1 g | |
| 3781.6 g | 3779.2 g | 3779.1 g | 3785.2 g | 3776.2 g | 3778.2 g | |
| 2.414 | 2.414 | 2.414 | 2.414 | 2.414 | 2.414 | |
| 3852.4 g | 3849.9 g | 3850.0 g | ||||
| 2103.5 g | 2098.1 g | 2100.5 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 | ||||
1678.1 cm^3 | 1681.1 cm^3 | 1678.6 cm^3 | 1685.2 cm^3 | 1678.9 cm^3 | 1680.1 cm^3 | |
2.246 | 2.240 | 2.245 | 2.236 | 2.244 | 2.242 | |
7.0 % | 7.2 % | 7.0 % | 7.4 % | 7.0 % | 7.1 % | |
117.5 cm^3 | 121.0 cm^3 | 117.5 cm^3 | 124.7 cm^3 | 117.5 cm^3 | 119.3 cm^3 | |
3851.4 g | 3849.9 g | 3850.1 g | ||||
3863.1 g | 3862.0 g | 3861.8 g | ||||
1748.9 cm^3 | 1751.8 cm^3 | 1749.5 cm^3 | ||||
83.3 cm^3 | 84.7 cm^3 | 82.2 cm^3 | ||||
71 % | 70 % | 70 % | ||||
4.2 % | 4.2 % | 4.2 % | ||||
10987 N | 11125 N | 11458 N | 16908 N | 15845 N | 16374 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
490 kPa | 496 kPa | 511 kPa | 755 kPa | 708 kPa | 732 kPa | |
72 psi | 106 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies, Target Wet>70 and Dry>100 Tensile.
Test was verified on 11/13/2024 ✔