Summary for Test 2023-06-29-35-5
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 | 06/29/2023 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 06/29/2023 |
| 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 | Ben | Last name of sampler or witnessed by | Smith |
| 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 | 21217163 | |
| 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: 2023-06-29-35
DIME Test ID: 2023-06-29-35-5
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: 2023-10-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/21/2023
| 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 | |
| 3708.3 g | 3713.0 g | 3702.5 g | 3708.1 g | 3701.5 g | 3705.9 g | |
| 2094.1 g | 2099.2 g | 2101.9 g | 2093.0 g | 2093.8 g | 2095.3 g | |
| 3719.5 g | 3727.8 g | 3725.1 g | 3721.9 g | 3719.1 g | 3721.7 g | |
| 2.460 | 2.460 | 2.460 | 2.460 | 2.460 | 2.460 | |
| 3800.1 g | 3803.2 g | 3787.6 g | ||||
| 2094.4 g | 2099.2 g | 2101.9 g | ||||
| 95.2 mm | 95.2 mm | 95.4 mm | ||||
| 53 mmHg | 62 mmHg | 78 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1625.4 cm^3 | 1628.6 cm^3 | 1623.2 cm^3 | 1628.9 cm^3 | 1625.3 cm^3 | 1626.4 cm^3 | |
2.281 | 2.280 | 2.281 | 2.276 | 2.277 | 2.279 | |
7.3 % | 7.3 % | 7.3 % | 7.5 % | 7.4 % | 7.4 % | |
118.7 cm^3 | 118.9 cm^3 | 118.5 cm^3 | 122.2 cm^3 | 120.3 cm^3 | 120.4 cm^3 | |
3791.4 g | 3796.2 g | 3785.4 g | ||||
3803.3 g | 3808.1 g | 3797.3 g | ||||
1705.7 cm^3 | 1704.0 cm^3 | 1685.7 cm^3 | ||||
91.8 cm^3 | 90.2 cm^3 | 85.1 cm^3 | ||||
77 % | 76 % | 72 % | ||||
4.9 % | 4.6 % | 3.9 % | ||||
20240 N | 18217 N | 26135 N | 30672 N | 29490 N | 30393 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
3 | 3 | 3 | 3 | 3 | 3 | |
0 | 0 | 0 | 0 | 0 | 0 | |
902 kPa | 812 kPa | 1163 kPa | 1370 kPa | 1317 kPa | 1358 kPa | |
139 psi | 196 psi | |||||
0.71 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2023 ✔