Summary for Test 2025-11-03-55-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001127 DEA: 112N2064 EFIS: 1123000285 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-1.6/R13.3 |
| Award Date | 06/03/2025 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 22ND STREET OVERCROSSING TO AVOCADO BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/02/2025) |
Sample Information
| Sample Taken Date | 11/03/2025 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 11/04/2025 |
| Sample type | Production Start-Up | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Cordero |
| Title of sampler | Telephone number of sampler | 6199366795 | |
| Laboratory sample identification | 25-11-03-55 | Linked DIME Sample ID | 2025-11-03-54 |
| 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 MM | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-11-03-55
DIME Test ID: 2025-11-03-55-5
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: 2025-12-02
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/21/2025
| 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 | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3821.2 g | 3819.0 g | 3823.6 g | 3824.4 g | 3821.6 g | 3820.9 g | |
| 2210.0 g | 2209.2 g | 2206.3 g | 2208.2 g | 2208.6 g | 2205.1 g | |
| 3836.5 g | 3834.1 g | 3838.6 g | 3836.4 g | 3837.3 g | 3836.2 g | |
| 2.532 | 2.532 | 2.532 | 2.532 | 2.532 | 2.532 | |
| 3903.2 g | 3901.0 g | 3909.3 g | ||||
| 2210.0 g | 2209.2 g | 2206.3 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1626.5 cm^3 | 1624.9 cm^3 | 1632.3 cm^3 | 1628.2 cm^3 | 1628.7 cm^3 | 1631.1 cm^3 | |
2.349 | 2.350 | 2.342 | 2.349 | 2.346 | 2.343 | |
7.2 % | 7.2 % | 7.5 % | 7.2 % | 7.3 % | 7.5 % | |
117.1 cm^3 | 117.0 cm^3 | 122.4 cm^3 | 117.2 cm^3 | 118.9 cm^3 | 122.3 cm^3 | |
3903.2 g | 3900.9 g | 3909.3 g | ||||
3914.9 g | 3912.6 g | 3921.5 g | ||||
1693.2 cm^3 | 1691.8 cm^3 | 1703.0 cm^3 | ||||
82.0 cm^3 | 82.0 cm^3 | 85.7 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.1 % | 4.1 % | 4.3 % | ||||
18874 N | 19999 N | 20102 N | 29594 N | 30444 N | 31026 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
842 kPa | 893 kPa | 897 kPa | 1322 kPa | 1360 kPa | 1386 kPa | |
127 psi | 197 psi | |||||
0.64 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET . 70 psi
DRY > 100 psi Tested WET -127 psi DRY - 197 psi
Test was verified on 12/2/2025 ✔