Summary for Test 2023-10-10-37-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994615 DEA: 112N1644 EFIS: 1122000151 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R3.7/R48.0 |
| Award Date | 05/19/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | MICROSURFACING, COLD PLANE, RHMA, PAVEMENT MARKING, & CENSUS SYSTEMS. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF MOUNTAIN SPRINGS ROAD UNDERCROSSING TO 0.2 MILE EAST OF ROUTE 7/8 SEPARATION |
| QA Service Level | 1 (Verified on 06/04/2024) |
Sample Information
| Sample Taken Date | 10/10/2023 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/11/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-G | The quantity of what the sample constitutes | 16 boxes 8 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Loper | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 9801-PSU | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | API | |
| 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 | 1 |
| Sublot number | 1 | HMA Mix Number | 1 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-10-10-37
DIME Test ID: 2023-10-10-37-5
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: 2023-10-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/20/2023
| 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 | |
| 3674.2 g | 3670.6 g | 3675.3 g | 3675.8 g | 3667.9 g | 3664.4 g | |
| 2057.9 g | 2064.7 g | 2067.0 g | 2065.7 g | 2059.8 g | 2054.5 g | |
| 3683.1 g | 3681.9 g | 3684.6 g | 3684.6 g | 3676.3 g | 3678.1 g | |
| 2.440 | 2.440 | 2.440 | 2.440 | 2.440 | 2.440 | |
| 3760.4 g | 3758.1 g | 3756.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.2 cm^3 | 1617.2 cm^3 | 1617.6 cm^3 | 1618.9 cm^3 | 1616.5 cm^3 | 1623.6 cm^3 | |
2.261 | 2.270 | 2.272 | 2.271 | 2.269 | 2.257 | |
7.3 % | 7.0 % | 6.9 % | 6.9 % | 7.0 % | 7.5 % | |
118.6 cm^3 | 113.2 cm^3 | 111.6 cm^3 | 111.7 cm^3 | 113.2 cm^3 | 121.8 cm^3 | |
3757.2 g | 3749.8 g | 3753.4 g | ||||
3769.1 g | 3761.2 g | 3764.6 g | ||||
1702.5 cm^3 | 1693.4 cm^3 | 1689.2 cm^3 | ||||
86.2 cm^3 | 87.5 cm^3 | 80.9 cm^3 | ||||
73 % | 77 % | 72 % | ||||
5810 N | 6792 N | 20192 N | 23532 N | 18566 N | 17107 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 1 | 2 | |
2 | 2 | 2 | 2 | 2 | 1 | |
259 kPa | 303 kPa | 901 kPa | 1051 kPa | 829 kPa | 764 kPa | |
71 psi | 128 psi | |||||
0.55 | ||||||
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Test was verified on 10/30/2023 ✔