Summary for Test 2023-10-09-6-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994102 DEA: 11430644 EFIS: 1119000045 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-905-12.0 |
| Award Date | 10/28/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT WEIGH-IN-MOTION FACILITY, CRCP, HMA, AND RETAINING WALL. |
| Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO AT OTAY MESA COMMERCIAL VEHICLE ENFORCEMENT FACILITY |
| QA Service Level | 1 (Verified on 08/24/2022) |
Sample Information
| Sample Taken Date | 10/09/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 10/10/2023 |
| 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 | 8305-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 |
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 |
Test Details
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DIME Sample ID: 2023-10-09-6
DIME Test ID: 2023-10-09-6-5
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: 2023-10-31
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/25/2023
| 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 | |
| 3798.5 g | 3816.5 g | 3824.5 g | 3806.8 g | 3832.3 g | 3826.1 g | |
| 2193.0 g | 2201.7 g | 2221.5 g | 2195.5 g | 2214.9 g | 2217.0 g | |
| 3824.2 g | 3841.7 g | 3846.2 g | 3830.8 g | 3851.4 g | 3846.1 g | |
| 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | 2.517 | |
| 3892.5 g | 3910.5 g | 3901.5 g | ||||
| 2193.0 g | 2201.7 g | 2221.5 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 | ||||
1631.2 cm^3 | 1640.0 cm^3 | 1624.7 cm^3 | 1635.3 cm^3 | 1636.5 cm^3 | 1629.1 cm^3 | |
2.329 | 2.327 | 2.354 | 2.328 | 2.342 | 2.349 | |
7.5 % | 7.5 % | 6.5 % | 7.5 % | 7.0 % | 6.7 % | |
122.3 cm^3 | 123.0 cm^3 | 105.6 cm^3 | 122.6 cm^3 | 114.6 cm^3 | 109.1 cm^3 | |
3884.1 g | 3902.6 g | 3898.4 g | ||||
3896.3 g | 3914.9 g | 3909 g | ||||
1699.5 cm^3 | 1708.8 cm^3 | 1680.0 cm^3 | ||||
94 cm^3 | 94 cm^3 | 77 cm^3 | ||||
77 % | 76 % | 73 % | ||||
4.2 % | 4.2 % | 3.4 % | ||||
16172 N | 19822 N | 24305 N | 29050 N | 40984 N | 37969 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
722 kPa | 885 kPa | 1085 kPa | 1298 kPa | 1831 kPa | 1696 kPa | |
130 psi | 233 psi | |||||
0.56 | ||||||
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Test was verified on 10/31/2023 ✔