Summary for Test 2025-05-18-17-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994903 DEA: 11430244 EFIS: 1118000033 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-125-9.3/13.0 |
| Award Date | 09/06/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION |
| QA Service Level | 1 (Verified on 11/14/2023) |
Sample Information
| Sample Taken Date | 05/18/2025 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/21/2025 | 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 | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-05-18-17-PSU | |
| Linked DIME Sample ID | 2025-05-18-18 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 226110 Otay SJR | |
| 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: 2025-05-18-17
DIME Test ID: 2025-05-18-17-5
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: 2025-06-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/06/2025
| 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 | |
| 3652.1 g | 3648.3 g | 3651.3 g | 3647.0 g | 3644.7 g | 3647.3 g | |
| 2046.8 g | 2047.5 g | 2048.2 g | 2047.0 g | 2043.0 g | 2047.6 g | |
| 3670.6 g | 3666.5 g | 3672.6 g | 3666.5 g | 3660.1 g | 3670.0 g | |
| 2.418 | 2.418 | 2.418 | 2.418 | 2.418 | 2.418 | |
| 3731.7 g | 3725.4 g | 3730.9 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 | ||||
1623.8 cm^3 | 1619.0 cm^3 | 1624.4 cm^3 | 1619.5 cm^3 | 1617.1 cm^3 | 1622.4 cm^3 | |
2.249 | 2.253 | 2.248 | 2.252 | 2.254 | 2.248 | |
7.0 % | 6.8 % | 7.0 % | 6.9 % | 6.8 % | 7.0 % | |
113.7 cm^3 | 110.1 cm^3 | 113.7 cm^3 | 111.7 cm^3 | 110.0 cm^3 | 113.6 cm^3 | |
3731.7 g | 3725.4 g | 3730.9 g | ||||
3743.1 g | 3736.4 g | 3742.3 g | ||||
1684.9 cm^3 | 1677.9 cm^3 | 1682.7 cm^3 | ||||
79.6 cm^3 | 77.1 cm^3 | 79.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
8238 N | 7829 N | 7277 N | 11183 N | 12193 N | 12455 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
368 kPa | 349 kPa | 325 kPa | 500 kPa | 545 kPa | 556 kPa | |
50 psi | 77 psi | |||||
0.65 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does Not COMPLY Target WET > 70 psi and DRY > 100 psi Tested WET 50 psi and DRY 77 psi
Test was verified on 6/6/2025 ✔