Summary for Test 2025-08-04-63-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1001099 DEA: 112N1784 EFIS: 1123000070 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R0.0R/R10.3 |
| Award Date | 05/29/2025 |
| Closeout Date | Not set |
| Work Description | MICRO-SURFACING, COLD PLANE AC PAVEMENT, PLACE HMA, AND STRIPING. |
| Location Description | IMPERIAL COUNTY FROM IMPERIAL COUNTY LINE (R0.0R) TO 98/8 FLYOVER (R10.3) AND 98/8 INTERCHANGE |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 08/04/2025 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 08/11/2025 |
| Sample type | Verification | A brief description of the sample | JMFV |
| 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 | 25-08-04-63-JMFR | Linked DIME Sample ID | 2025-08-04-64 |
| 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 2 API | |
| Binder content (%) | 4.5 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | Valero |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | - |
Test Details
DIME Sample ID: 2025-08-04-63
DIME Test ID: 2025-08-04-63-5
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: 08/19/2025
| 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 | |
| 3792.8 g | 3818.9 g | 3797.7 g | 3812.7 g | 3797.3 g | 3797.0 g | |
| 2185.9 g | 2201.2 g | 2187.0 g | 2198.1 g | 2184.6 g | 2185.9 g | |
| 3814.7 g | 3836.5 g | 3812.5 g | 3832.5 g | 3811.7 g | 3815.7 g | |
| 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | |
| 3877.3 g | 3899.1 g | 3878.3 g | ||||
| 2185.9 g | 2201.2 g | 2187.0 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 | ||||
1628.8 cm^3 | 1635.3 cm^3 | 1625.5 cm^3 | 1634.4 cm^3 | 1627.1 cm^3 | 1629.8 cm^3 | |
2.329 | 2.335 | 2.336 | 2.333 | 2.334 | 2.330 | |
7.2 % | 7.0 % | 7.0 % | 7.1 % | 7.0 % | 7.2 % | |
117.3 cm^3 | 114.5 cm^3 | 113.8 cm^3 | 116.0 cm^3 | 113.9 cm^3 | 117.3 cm^3 | |
3874.9 g | 3899.1 g | 3877.4 g | ||||
3886.6 g | 3910.5 g | 3888.7 g | ||||
1691.4 cm^3 | 1697.9 cm^3 | 1691.3 cm^3 | ||||
84.5 cm^3 | 80.2 cm^3 | 80.6 cm^3 | ||||
72 % | 70 % | 71 % | ||||
3.8 % | 3.8 % | 4.0 % | ||||
25684 N | 25657 N | 31284 N | 42204 N | 35759 N | 42756 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1146 kPa | 1145 kPa | 1396 kPa | 1885 kPa | 1598 kPa | 1910 kPa | |
178 psi | 261 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET Target > 70 psi & DRY > 100 psi / Tested WET - 178 psi & DRY - 261 psi
Test was verified on 8/19/2025 ✔
