Summary for Test 2023-11-13-116-3
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994609 DEA: 112N1194 EFIS: 1121000148 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-14.9/29.2 |
| Award Date | 05/18/2023 |
| Closeout Date | 05/06/2025 |
| Work Description | MICROSURFACING, RUMBLE STRIP, PAVEMENT MARKING, & SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY NEAR JAMUL FROM JUNCTION ROUTE 54/94 TO 0.7 MILE EAST OF DULZURA CREEK |
| QA Service Level | 1 (Verified on 08/23/2023) |
Sample Information
| Sample Taken Date | 11/13/2023 | Sample Unique Key | 116 |
|---|---|---|---|
| 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 | 05/02/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 16 boxes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Haney |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0225-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 320819 Otay Val | |
| 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: 2023-11-13-116
DIME Test ID: 2023-11-13-116-3
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: 2024-05-21
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/13/2024
| 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 | |
| 3812.1 g | 3810.9 g | 3804.2 g | 3758.5 g | 3810.8 g | 3809.8 g | |
| 2185.9 g | 2184.3 g | 2178.1 g | 2142.5 g | 2184.5 g | 2185.5 g | |
| 3823.8 g | 3823.0 g | 3820.7 g | 3771.4 g | 3822.5 g | 3822.9 g | |
| 2.494 | 2.494 | 2.494 | 2.494 | 2.494 | 2.494 | |
| 3888.9 g | 3888.3 g | 3885.8 g | ||||
| 2185.9 g | 2184.3 g | 2178.1 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 | ||||
1637.9 cm^3 | 1638.7 cm^3 | 1642.6 cm^3 | 1628.9 cm^3 | 1638.0 cm^3 | 1637.4 cm^3 | |
2.327 | 2.326 | 2.316 | 2.307 | 2.326 | 2.327 | |
6.7 % | 6.7 % | 7.1 % | 7.5 % | 6.7 % | 6.7 % | |
109.7 cm^3 | 109.8 cm^3 | 116.6 cm^3 | 122.2 cm^3 | 109.7 cm^3 | 109.7 cm^3 | |
3888.9 g | 3887.8 g | 3885.8 g | ||||
3899.9 g | 3898.7 g | 3897.5 g | ||||
1703.0 cm^3 | 1704.0 cm^3 | 1707.7 cm^3 | ||||
76.8 cm^3 | 77.4 cm^3 | 81.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
4.0 % | 4.0 % | 4.0 % | ||||
29201 N | 28169 N | 24692 N | 39769 N | 39689 N | 40931 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1303 kPa | 1257 kPa | 1102 kPa | 1777 kPa | 1773 kPa | 1829 kPa | |
177 psi | 260 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet >70 psi Dry > 70 psi
Test was verified on 5/21/2024 ✔