Summary for Test 2023-06-28-51-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
| Award Date | 04/01/2022 |
| Closeout Date | 04/08/2025 |
| Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
| Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
| Sample Taken Date | 06/28/2023 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 06/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 12 boxes 3 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Carrera |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marrieta | 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 | 21217005 | |
| 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: 2023-06-28-51
DIME Test ID: 2023-06-28-51-5
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: 2023-09-14
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/19/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Treated | ||||||
| 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 | |
| 3786.7 g | 3798.3 g | 3795.8 g | 3694.4 g | 3776.7 g | 3771.9 g | |
| 2161.4 g | 2168.1 g | 2170.6 g | 2078.5 g | 2170.6 g | 2141.6 g | |
| 3814.9 g | 3824.3 g | 3828.1 g | 3714.2 g | 3813.3 g | 3788.2 g | |
| 2.454 | 2.454 | 2.454 | 2.454 | 2.454 | 2.454 | |
| 3872.5 g | 3876.9 g | 3877.1 g | ||||
| 2161.4 g | 2168.1 g | 2170.6 g | ||||
| 95.4 mm | 95.3 mm | 95.4 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1653.5 cm^3 | 1656.2 cm^3 | 1657.5 cm^3 | 1635.7 cm^3 | 1642.7 cm^3 | 1646.6 cm^3 | |
2.290 | 2.293 | 2.290 | 2.259 | 2.299 | 2.291 | |
6.7 % | 6.6 % | 6.7 % | 7.9 % | 6.3 % | 6.6 % | |
110.8 cm^3 | 109.3 cm^3 | 111.1 cm^3 | 129.2 cm^3 | 103.5 cm^3 | 108.7 cm^3 | |
3864.3 g | 3874.8 g | 3873.6 g | ||||
3875.3 g | 3885.7 g | 3884.7 g | ||||
1711.1 cm^3 | 1708.8 cm^3 | 1706.5 cm^3 | ||||
85.8 cm^3 | 78.6 cm^3 | 81.3 cm^3 | ||||
77 % | 72 % | 73 % | ||||
3.5 % | 3.2 % | 3.0 % | ||||
25181 N | 19216 N | 27664 N | 24625 N | 24687 N | 26683 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
4 | 7 | 3 | 4 | 2 | 5 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1120 kPa | 856 kPa | 1231 kPa | 1100 kPa | 1103 kPa | 1192 kPa | |
155 psi | 164 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/14/2023 ✔