Summary for Test 2025-09-22-40-5
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 | 09/22/2025 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2025 | 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 | 25-09-22-40-JMFR |
| Linked DIME Sample ID | 2025-09-22-41 | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 39 API Val | |
| 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 | Lime |
Test Details
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DIME Sample ID: 2025-09-22-40
DIME Test ID: 2025-09-22-40-5
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: 2025-11-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/29/2025
| 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 | |
| 3797.6 g | 3845.1 g | 3824.4 g | 3828.3 g | 3827.2 g | 3828.5 g | |
| 2188.4 g | 2212.9 g | 2207.3 g | 2205.5 g | 2203.8 g | 2204.7 g | |
| 3814.2 g | 3856.0 g | 3843.3 g | 3842.0 g | 3844.1 g | 3843.6 g | |
| 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | 2.511 | |
| 3883.2 g | 3924.2 g | 3906.3 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 | ||||
1625.8 cm^3 | 1643.1 cm^3 | 1636.0 cm^3 | 1636.5 cm^3 | 1640.3 cm^3 | 1638.9 cm^3 | |
2.336 | 2.340 | 2.338 | 2.339 | 2.333 | 2.336 | |
7.0 % | 6.8 % | 6.9 % | 6.8 % | 7.1 % | 7.0 % | |
113.8 cm^3 | 111.7 cm^3 | 112.9 cm^3 | 111.3 cm^3 | 116.5 cm^3 | 114.7 cm^3 | |
3877.3 g | 3923.3 g | 3903.4 g | ||||
3888.6 g | 3934.5 g | 3914.7 g | ||||
1694.8 cm^3 | 1711.3 cm^3 | 1699.0 cm^3 | ||||
85.6 cm^3 | 79.1 cm^3 | 81.9 cm^3 | ||||
75 % | 71 % | 73 % | ||||
33798 N | 37218 N | 36182 N | 42129 N | 43129 N | 43704 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1508 kPa | 1661 kPa | 1615 kPa | 1882 kPa | 1927 kPa | 1952 kPa | |
231 psi | 278 psi | |||||
0.83 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70 psi Target DRY > 100 psi
Test was verified on 11/3/2025 ✔