Summary for Test 2024-09-30-30-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000212 DEA: 112N1944 EFIS: 1123000091 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R74.5/R83.2 |
| Award Date | 05/31/2024 |
| Closeout Date | 05/06/2025 |
| Work Description | HMA OVERLAY, COLD PLANE, SHOULDER BACKING, STRIPING AND SIGNS. |
| Location Description | IMPERIAL COUNTY ABOUT 26 MILES EAST OF HOLTVILLE FROM 1.0 MILE EAST OF GORDONS WELL OVERCROSSING TO 0.6 MILE WEST OF OGILBY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2024 | Sample type | Quality Assurance |
| A brief description of the sample | JMFR | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | 6193804522 | Laboratory sample identification | 1101-JMFR |
| Linked DIME Sample ID | 2024-09-30-32 | 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 | |
| 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: 2024-09-30-30
DIME Test ID: 2024-09-30-30-5
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: 2024-10-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/10/2024
| 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 | |
| 3823.3 g | 3827.5 g | 3827.2 g | 3845.8 g | 3824.9 g | 3822.4 g | |
| 2210.4 g | 2207.7 g | 2213.1 g | 2227.4 g | 2210.4 g | 2207.9 g | |
| 3847.3 g | 3849.9 g | 3849.5 g | 3864.9 g | 3851.4 g | 3846.6 g | |
| 2.519 | 2.519 | 2.519 | 2.519 | 2.519 | 2.519 | |
| 3901.2 g | 3913.7 g | 3909.7 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 | ||||
1636.9 cm^3 | 1642.2 cm^3 | 1636.4 cm^3 | 1637.5 cm^3 | 1641.0 cm^3 | 1638.7 cm^3 | |
2.336 | 2.331 | 2.339 | 2.349 | 2.331 | 2.333 | |
7.3 % | 7.5 % | 7.1 % | 6.7 % | 7.5 % | 7.4 % | |
119.5 cm^3 | 123.2 cm^3 | 116.2 cm^3 | 109.7 cm^3 | 123.1 cm^3 | 121.3 cm^3 | |
3907.0 g | 3913.7 g | 3908.5 g | ||||
3918.9 g | 3926.1 g | 3920.2 g | ||||
1690.8 cm^3 | 1706.0 cm^3 | 1696.6 cm^3 | ||||
77.9 cm^3 | 86.2 cm^3 | 82.5 cm^3 | ||||
65 % | 70 % | 71 % | ||||
20831 N | 24407 N | 28406 N | 41066 N | 32441 N | 37125 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
930 kPa | 1089 kPa | 1268 kPa | 1835 kPa | 1449 kPa | 1659 kPa | |
159 psi | 239 psi | |||||
0.67 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target - WET > 70 and DRY > 100 Tensile Strength > .50
Test was verified on 10/11/2024 ✔