Summary for Test 2025-07-15-82-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001060 DEA: 112N2344 EFIS: 1124000192 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-0.4/T2.8 |
| Award Date | 05/20/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC, RHMA-G OVERLAY, PAVEMENT MARKING AND SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM MAIN STREET UNDERCROSSING TO 0.6 MILE NORTH OF ROUTE 15/94 SEPARATION |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 07/15/2025 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 07/18/2025 |
| Sample type | Verification | A brief description of the sample | JMF |
| 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 | TET | Telephone number of sampler | 6199366795 |
| Laboratory sample identification | 25-07-15-82-JMF | Linked DIME Sample ID | 2025-07-15-85 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220206 Otay SJR | |
| Binder content (%) | 4.7 | Virgin binder PG | PG58-16 |
| Design binder PG | PG58-16 | Binder Supplier | Valero |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2025-07-15-82
DIME Test ID: 2025-07-15-82-5
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: 2025-08-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/18/2025
| 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 | |
| 3783.8 g | 3791.6 g | 3780.7 g | 3790.4 g | 3780.1 g | 3777.4 g | |
| 2188.2 g | 2186.3 g | 2185.9 g | 2180.9 g | 2196.0 g | 2179.0 g | |
| 3801.5 g | 3806.5 g | 3798.5 g | 3802.6 g | 3809.0 g | 3794.4 g | |
| 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | 2.508 | |
| 3863.6 g | 3869.4 g | 3861.6 g | ||||
| 2180.9 g | 2186.3 g | 2185.9 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 215 mmHg | 215 mmHg | 215 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1613.3 cm^3 | 1620.2 cm^3 | 1612.6 cm^3 | 1621.7 cm^3 | 1613.0 cm^3 | 1615.4 cm^3 | |
2.345 | 2.340 | 2.344 | 2.337 | 2.344 | 2.338 | |
6.5 % | 6.7 % | 6.5 % | 6.8 % | 6.5 % | 6.8 % | |
104.9 cm^3 | 108.6 cm^3 | 104.8 cm^3 | 110.3 cm^3 | 104.8 cm^3 | 109.8 cm^3 | |
3857.2 g | 3867.6 g | 3854.1 g | ||||
3867.7 g | 3878.5 g | 3864.5 g | ||||
1682.7 cm^3 | 1683.1 cm^3 | 1675.7 cm^3 | ||||
79.8 cm^3 | 77.8 cm^3 | 80.9 cm^3 | ||||
76 % | 72 % | 77 % | ||||
4.3 % | 3.9 % | 3.9 % | ||||
14607 N | 22619 N | 13451 N | 17926 N | 14955 N | 13451 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
652 kPa | 1009 kPa | 600 kPa | 801 kPa | 668 kPa | 601 kPa | |
109 psi | 100 psi | |||||
1.09 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies - Target WET > 70 psi & DRY > 100 psi Tested WET - 109 psi & DRY 100 psi
Test was verified on 8/19/2025 ✔