Summary for Test 2025-12-09-31-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001056 DEA: 112N2074 EFIS: 1123000286 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54,805-Var |
| Award Date | 05/23/2025 |
| Closeout Date | Not set |
| Work Description | GRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 12/09/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 12/10/2025 |
| 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 | Source |
| First name of sampler or witnessed by | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| 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 | None |
Test Details
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DIME Sample ID: 2025-12-09-31
DIME Test ID: 2025-12-09-31-5
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: 2025-12-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/18/2025
| 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 | |
| 3821.5 g | 3822.3 g | 3820.7 g | 3820.4 g | 3820.2 g | 3821.3 g | |
| 2199.1 g | 2201.5 g | 2198.7 g | 2211.1 g | 2199.5 g | 2201.5 g | |
| 3839.7 g | 3841.2 g | 3840.4 g | 3849.9 g | 3841.4 g | 3839.5 g | |
| 2.502 | 2.502 | 2.502 | 2.502 | 2.502 | 2.502 | |
| 3900.8 g | 3900.4 g | 3901.1 g | ||||
| 2199.1 g | 2201.5 g | 2198.7 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 | ||||
1640.6 cm^3 | 1639.7 cm^3 | 1641.7 cm^3 | 1638.8 cm^3 | 1641.9 cm^3 | 1638.0 cm^3 | |
2.329 | 2.331 | 2.327 | 2.331 | 2.327 | 2.333 | |
6.9 % | 6.8 % | 7.0 % | 6.8 % | 7.0 % | 6.8 % | |
113.2 cm^3 | 111.5 cm^3 | 114.9 cm^3 | 111.4 cm^3 | 114.9 cm^3 | 111.4 cm^3 | |
3900.7 g | 3900.4 g | 3901.1 g | ||||
3912.1 g | 3911.5 g | 3912.6 g | ||||
1701.7 cm^3 | 1698.9 cm^3 | 1702.4 cm^3 | ||||
79.3 cm^3 | 78.1 cm^3 | 80.4 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.7 % | 3.6 % | 3.7 % | ||||
16894 N | 17437 N | 19443 N | 24754 N | 24412 N | 24354 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
754 kPa | 778 kPa | 868 kPa | 1106 kPa | 1091 kPa | 1088 kPa | |
116 psi | 159 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi / Tested WET - 116 psi and DRY 159 psi
Test was verified on 12/22/2025 ✔