Summary for Test 2026-03-12-30-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 995065 DEA: 112N1764 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R50.3/R96.7 |
| Award Date | 05/01/2025 |
| Closeout Date | Not set |
| Work Description | MICROSURFACING, SHOULDER BACKING, PAVEMENT MARKING, & INSTALL SIGNS. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF BONDS CORNER OVERCROSSING TO 0.2 MILE EAST OF FOURTH AVENUE OVERCROSSING . |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 03/12/2026 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 03/13/2026 |
| Sample type | Verification | A brief description of the sample | JMFR |
| 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 | API Gateway | 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 | 40 API Val | |
| Binder content (%) | 0.0 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | Valero |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-03-12-30
DIME Test ID: 2026-03-12-30-5
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: 2026-03-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 03/24/2026
| 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 | |
| 3578.3 g | 3580.9 g | 3576.2 g | 3576.9 g | 3580.2 g | 3575.8 g | |
| 1992.6 g | 1993.6 g | 1995.2 g | 1993.4 g | 1991.4 g | 1993.4 g | |
| 3596.6 g | 3598.5 g | 3599.9 g | 3595.9 g | 3597.1 g | 3597.2 g | |
| 2.397 | 2.397 | 2.397 | 2.397 | 2.397 | 2.397 | |
| 3655.8 g | 3658.4 g | 3654.8 g | ||||
| 1993.4 g | 1993.6 g | 1995.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1604.0 cm^3 | 1604.9 cm^3 | 1604.7 cm^3 | 1602.5 cm^3 | 1605.7 cm^3 | 1603.8 cm^3 | |
2.231 | 2.231 | 2.229 | 2.232 | 2.230 | 2.230 | |
6.9 % | 6.9 % | 7.0 % | 6.9 % | 7.0 % | 7.0 % | |
110.7 cm^3 | 110.7 cm^3 | 112.3 cm^3 | 110.6 cm^3 | 112.4 cm^3 | 112.3 cm^3 | |
3655.8 g | 3658.4 g | 3654.8 g | ||||
3666.9 g | 3669.5 g | 3666.0 g | ||||
1662.4 cm^3 | 1664.8 cm^3 | 1659.6 cm^3 | ||||
77.5 cm^3 | 77.5 cm^3 | 78.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.6 % | 3.7 % | 3.4 % | ||||
12424 N | 12682 N | 11218 N | 19296 N | 17032 N | 15849 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
554 kPa | 566 kPa | 501 kPa | 862 kPa | 761 kPa | 708 kPa | |
78 psi | 113 psi | |||||
0.69 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi DRY > 100 psi
Test was verified on 3/25/2026 ✔