Summary for Test 2026-08-06-90-8
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001625 DEA: 11173704 EFIS: 1100020255 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-2.6/3.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | WIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 03/04/2026) |
Sample Information
| Sample Taken Date | 08/06/2026 | Sample Unique Key | 90 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/06/2026 | 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 | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220305 Otay Val | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-06-90
DIME Test ID: 2026-08-06-90-8
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: 2026-09-04
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/27/2026
| 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 | |
| 3783.5 g | 3787.1 g | 3789.4 g | 3785.4 g | 3788.2 g | 3788.5 g | |
| 2173.8 g | 2184.9 g | 2179.4 g | 2172.0 g | 2179.4 g | 2187.1 g | |
| 3807.9 g | 3810.7 g | 3805.1 g | 3808.7 g | 3806.6 g | 3811.2 g | |
| 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | 2.501 | |
| 3868.2 g | 3865.7 g | 3866.8 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 | ||||
1634.1 cm^3 | 1625.8 cm^3 | 1625.7 cm^3 | 1636.7 cm^3 | 1627.2 cm^3 | 1624.1 cm^3 | |
2.315 | 2.329 | 2.331 | 2.313 | 2.328 | 2.333 | |
7.4 % | 6.9 % | 6.8 % | 7.5 % | 6.9 % | 6.7 % | |
120.9 cm^3 | 112.2 cm^3 | 110.5 cm^3 | 122.8 cm^3 | 112.3 cm^3 | 108.8 cm^3 | |
3868.1 g | 3865.6 g | 3866.8 g | ||||
3880.2 g | 3876.9 g | 3877.8 g | ||||
3868.2 cm^3 | 3865.7 cm^3 | 3866.8 cm^3 | ||||
84.7 cm^3 | 78.6 cm^3 | 77.4 cm^3 | ||||
70 % | 70 % | 70 % | ||||
15258 N | 16064 N | 14897 N | 28820 N | 27094 N | 27456 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
681 kPa | 717 kPa | 665 kPa | 1288 kPa | 1210 kPa | 1227 kPa | |
100 psi | 180 psi | |||||
0.56 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Targets - WET > 70 psi and DRY > 100 psi - Tested WET - 100 psi and DRY - 180 psi
Test was verified on 9/4/2026 ✔