Summary for Test 2024-09-30-27-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
| Award Date | 04/01/2022 |
| Closeout Date | 04/08/2025 |
| Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
| Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 10/01/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gastelum |
| Title of sampler | Telephone number of sampler | 7605628612 | |
| Laboratory sample identification | 65109-PSU | Linked DIME Sample ID | 2024-09-30-28 |
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217105 | |
| 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: 2024-09-30-27
DIME Test ID: 2024-09-30-27-5
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: 2024-10-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/08/2024
| 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 | |
| 3776.9 g | 3774.5 g | 3780.1 g | 3777.5 g | 3778.9 g | 3779.5 g | |
| 2158.1 g | 2162.7 g | 2164.5 g | 2159.7 g | 2161.9 g | 2165.2 g | |
| 3797.5 g | 3798.7 g | 3799.2 g | 3801.4 g | 3798.5 g | 3797.2 g | |
| 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | 2.487 | |
| 3863.0 g | 3857.0 g | 3860.2 g | ||||
| 2158.1 g | 2162.7 g | 2164.5 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 | ||||
1639.4 cm^3 | 1636.0 cm^3 | 1634.7 cm^3 | 1641.7 cm^3 | 1636.6 cm^3 | 1632.0 cm^3 | |
2.304 | 2.307 | 2.312 | 2.301 | 2.309 | 2.316 | |
7.4 % | 7.2 % | 7.0 % | 7.5 % | 7.2 % | 6.9 % | |
121.3 cm^3 | 117.8 cm^3 | 114.4 cm^3 | 123.1 cm^3 | 117.8 cm^3 | 112.6 cm^3 | |
3861.8 g | 3857.0 g | 3860.2 g | ||||
3873.9 g | 3868.7 g | 3871.6 g | ||||
1704.9 cm^3 | 1694.3 cm^3 | 1695.7 cm^3 | ||||
86.1 cm^3 | 82.5 cm^3 | 80.1 cm^3 | ||||
71 % | 70 % | 70 % | ||||
4.0 % | 3.6 % | 3.7 % | ||||
16708 N | 14328 N | 15582 N | 20555 N | 21601 N | 20333 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
746 kPa | 639 kPa | 695 kPa | 918 kPa | 965 kPa | 908 kPa | |
101 psi | 135 psi | |||||
0.75 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target is WET> 70 psi and DRY> 100 psi and Tensile > .50
Test was verified on 10/11/2024 ✔