Summary for Test 2026-02-03-2-7
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 | 02/03/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 02/03/2026 |
| 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 | TET | Telephone number of sampler | 6199021073 |
| Laboratory sample identification | 26-02-03-2-JMFR | Linked DIME Sample ID | 2026-02-03-3 |
| 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 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: 2026-02-03-2
DIME Test ID: 2026-02-03-2-7
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: 2026-02-18
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 02/12/2026
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 3761.0 g | 3760.0 g | 3762.3 g | 3759.1 g | 3758.0 g | 3760.2 g | |
| 2162.9 g | 2158.0 g | 2161.2 g | 2160.2 g | 2152.1 g | 2160.2 g | |
| 3779.7 g | 3779.0 g | 3778.0 g | 3775.8 g | 3772.4 g | 3776.4 g | |
| 2.490 | 2.490 | 2.490 | 2.490 | 2.490 | 2.490 | |
| 3835.7 g | 3837.2 g | 3835.9 g | ||||
| 2162.9 g | 2158.0 g | 2161.2 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 | ||||
1616.8 cm^3 | 1621.0 cm^3 | 1616.8 cm^3 | 1615.6 cm^3 | 1620.3 cm^3 | 1616.2 cm^3 | |
2.326 | 2.320 | 2.327 | 2.327 | 2.319 | 2.327 | |
6.6 % | 6.8 % | 6.5 % | 6.5 % | 6.9 % | 6.5 % | |
106.7 cm^3 | 110.2 cm^3 | 105.1 cm^3 | 105.0 cm^3 | 111.8 cm^3 | 105.1 cm^3 | |
3835.7 g | 3837.1 g | 3835.9 g | ||||
3846.4 g | 3848.2 g | 3846.4 g | ||||
1672.8 cm^3 | 1679.2 cm^3 | 1674.7 cm^3 | ||||
74.7 cm^3 | 77.2 cm^3 | 73.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.5 % | 3.6 % | 3.6 % | ||||
15853 N | 16614 N | 15404 N | 31667 N | 30613 N | 34613 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1117 kPa | 1171 kPa | 1085 kPa | 1415 kPa | 1368 kPa | 1546 kPa | |
163 psi | 209 psi | |||||
0.78 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET - 70 psi and DRY 100 psi / Tested WET -163 psi and DRY - 209 psi
Test was verified on 2/18/2026 ✔