Summary for Test 2023-08-22-27-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994610 DEA: 112N1204 EFIS: 1121000149 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8,15,67-VARIOUS |
| Award Date | 05/19/2023 |
| Closeout Date | 09/17/2024 |
| Work Description | MICRO-SURFACING, COLD PLANE, OVERLAY, STRIPING, & SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 08/22/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 08/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 9301-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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220817 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: 2023-08-22-27
DIME Test ID: 2023-08-22-27-5
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: 2023-09-07
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/01/2023
| 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 | |
| 3792.0 g | 3794.0 g | 3799.9 g | 3800.2 g | 3806.0 g | 3816.1 g | |
| 2180.0 g | 2195.8 g | 2187.5 g | 2197.0 g | 2194.9 g | 2185.0 g | |
| 3807.1 g | 3807.8 g | 3813.8 g | 3814.5 g | 3823.3 g | 3823.9 g | |
| 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | |
| 3876.3 g | 3867.0 g | 3882.0 g | ||||
| 2197.0 g | 2194.9 g | 2185.0 g | ||||
| 95.1 mm | 95.2 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1627.1 cm^3 | 1612.0 cm^3 | 1626.3 cm^3 | 1617.5 cm^3 | 1628.4 cm^3 | 1638.9 cm^3 | |
2.331 | 2.354 | 2.337 | 2.349 | 2.337 | 2.328 | |
7.4 % | 6.5 % | 7.2 % | 6.7 % | 7.2 % | 7.5 % | |
120.4 cm^3 | 104.8 cm^3 | 117.1 cm^3 | 108.4 cm^3 | 117.2 cm^3 | 122.9 cm^3 | |
3876.3 g | 3867.4 g | 3881.9 g | ||||
3888.3 g | 3877.8 g | 3893.6 g | ||||
1679.3 cm^3 | 1672.1 cm^3 | 1697.0 cm^3 | ||||
84.3 cm^3 | 73.0 cm^3 | 82.1 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.2 % | 3.7 % | 4.3 % | ||||
21537 N | 23568 N | 20989 N | 29627 N | 29150 N | 28672 N | |
2 | 1 | 2 | 1 | 1 | 2 | |
3 | 3 | 3 | 3 | 3 | 2 | |
0 | 0 | 0 | 0 | 0 | 0 | |
961 kPa | 1051 kPa | 937 kPa | 1324 kPa | 1302 kPa | 1281 kPa | |
143 psi | 189 psi | |||||
0.76 | ||||||
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Test was verified on 9/7/2023 ✔