Summary for Test 2025-09-17-65-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-111-23.5/32.1 |
| Award Date | 04/16/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS. |
| Location Description | IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115 |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 09/17/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 09/19/2025 |
| 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 | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | TET | Telephone number of sampler | 6199021073 |
| Laboratory sample identification | 25-09-17-65-JMFR | Linked DIME Sample ID | 2025-09-17-66 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 1 API Val | |
| Binder content (%) | 7.5 | 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: 2025-09-17-65
DIME Test ID: 2025-09-17-65-5
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: 2025-10-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/14/2025
| 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 | |
| 3648.4 g | 3646.9 g | 3650.8 g | 3649.8 g | 3647.4 g | 3650.8 g | |
| 2034.5 g | 2038.2 g | 2037.4 g | 2030.1 g | 2030.1 g | 2041.6 g | |
| 3666.2 g | 3668.1 g | 3666.4 g | 3663.0 g | 3662.7 g | 3670.3 g | |
| 2.398 | 2.398 | 2.398 | 2.398 | 2.398 | 2.398 | |
| 3762.1 g | 3723.3 g | 3724.9 g | ||||
| 2034.5 g | 2038.2 g | 2037.4 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 | ||||
1631.7 cm^3 | 1629.9 cm^3 | 1629.0 cm^3 | 1632.9 cm^3 | 1632.6 cm^3 | 1628.7 cm^3 | |
2.236 | 2.237 | 2.241 | 2.235 | 2.234 | 2.242 | |
6.8 % | 6.7 % | 6.5 % | 6.8 % | 6.8 % | 6.5 % | |
111.0 cm^3 | 109.2 cm^3 | 105.9 cm^3 | 111.0 cm^3 | 111.0 cm^3 | 105.9 cm^3 | |
3726.1 g | 3723.3 g | 3724.9 g | ||||
3737.2 g | 3734.3 g | 3735.5 g | ||||
1727.6 cm^3 | 1685.1 cm^3 | 1687.5 cm^3 | ||||
113.7 cm^3 | 76.4 cm^3 | 74.1 cm^3 | ||||
102 % | 70 % | 70 % | ||||
5.9 % | 3.4 % | 3.6 % | ||||
15965 N | 14337 N | 15031 N | 18629 N | 18789 N | 19305 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
712 kPa | 640 kPa | 671 kPa | 832 kPa | 839 kPa | 862 kPa | |
98 psi | 122 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi and DRY > 100 psi Tested WET- 98 psi and DRY - 122 psi
Test was verified on 10/15/2025 ✔