Summary for Test 2025-09-22-43-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001055 DEA: 112N1684 EFIS: 1122000281 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R53.9/R63.7 |
| Award Date | 05/02/2025 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 5/76 SEPARATION TO AGRA OVERHEAD |
| QA Service Level | 1 (Verified on 06/03/2025) |
Sample Information
| Sample Taken Date | 09/22/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 09/29/2025 |
| 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 | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | TET | Telephone number of sampler | 6199021073 |
| Laboratory sample identification | 25-09-22-43-PSU | Linked DIME Sample ID | 2025-09-22-44 |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320200 Otay Val | |
| Binder content (%) | 4.9 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2025-09-22-43
DIME Test ID: 2025-09-22-43-6
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: 2025-10-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/16/2025
| 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 | |
| 3831.6 g | 3836.1 g | 3833.5 g | 3831.3 g | 3836.3 g | 3835.1 g | |
| 2193.7 g | 2203.9 g | 2197.5 g | 2193.0 g | 2201.0 g | 2195.5 g | |
| 3844.6 g | 3852.3 g | 3845.6 g | 3843.3 g | 3849.5 g | 3846.2 g | |
| 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | |
| 3918.3 g | 3919.2 g | 3917.7 g | ||||
| 2193.7 g | 2203.9 g | 2197.5 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 | ||||
1650.9 cm^3 | 1648.4 cm^3 | 1648.1 cm^3 | 1650.3 cm^3 | 1648.5 cm^3 | 1650.7 cm^3 | |
2.321 | 2.327 | 2.326 | 2.322 | 2.327 | 2.323 | |
7.5 % | 7.2 % | 7.3 % | 7.4 % | 7.2 % | 7.4 % | |
123.8 cm^3 | 118.7 cm^3 | 120.3 cm^3 | 122.1 cm^3 | 118.7 cm^3 | 122.2 cm^3 | |
3918.3 g | 3919.2 g | 3917.7 g | ||||
3930.6 g | 3931.1 g | 3929.7 g | ||||
1724.6 cm^3 | 1715.3 cm^3 | 1720.2 cm^3 | ||||
86.7 cm^3 | 83.1 cm^3 | 84.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.5 % | 4.1 % | 4.4 % | ||||
18131 N | 19781 N | 21160 N | 32485 N | 31093 N | 32690 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
809 kPa | 883 kPa | 944 kPa | 1451 kPa | 1389 kPa | 1460 kPa | |
127 psi | 208 psi | |||||
0.61 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET - 70. psi tested 127 psi / DRY - 100 psi - Tested 208 psi
Test was verified on 10/16/2025 ✔