Summary for Test 2022-03-01-5-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215257 DEA: 11056374 EFIS: 1117000087 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-11-0.6/2.7 |
| Award Date | 02/16/2021 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING. |
| Location Description | SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 11/25/2020) |
Sample Information
| Sample Taken Date | 03/01/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/01/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA PSU | The quantity of what the sample constitutes | 3 bags, 12 boxes, 3 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Walker | Title of sampler | |
| Telephone number of sampler | 8582480978 | Laboratory sample identification | 4136-PSU |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CCA Lakeside | |
| 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 | Not set | |
| 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: 2022-03-01-5
DIME Test ID: 2022-03-01-5-5
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: 2024-08-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Shawn Lynn
Date of test: 03/08/2022
| 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 | |
| 3742.1 g | 3743.6 g | 3747.7 g | 3744.2 g | 3741.3 g | 3745.9 g | |
| 2131.8 g | 2142.2 g | 2150.1 g | 2142.5 g | 2135.3 g | 2145.9 g | |
| 3771.3 g | 3771.3 g | 3778.6 g | 3775.9 g | 3769.2 g | 3781.0 g | |
| 2.463 | 2.463 | 2.463 | 2.463 | 2.463 | 2.463 | |
| 3830.0 g | 3820.2 g | 3823.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 140 mmHg | 100 mmHg | 41 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1639.5 cm^3 | 1629.1 cm^3 | 1628.5 cm^3 | 1633.4 cm^3 | 1633.9 cm^3 | 1635.1 cm^3 | |
2.282 | 2.298 | 2.301 | 2.292 | 2.290 | 2.291 | |
7.3 % | 6.7 % | 6.6 % | 6.9 % | 7.0 % | 7.0 % | |
119.7 cm^3 | 109.1 cm^3 | 107.5 cm^3 | 112.7 cm^3 | 114.4 cm^3 | 114.5 cm^3 | |
3825.9 g | 3820.0 g | 3822.9 g | ||||
3837.9 g | 3830.9 g | 3833.7 g | ||||
0.0 cm^3 | 0.0 cm^3 | 0.0 cm^3 | ||||
87.9 cm^3 | 76.6 cm^3 | 76.1 cm^3 | ||||
73 % | 70 % | 71 % | ||||
7046 N | 7398 N | 6550 N | 9942 N | 9289 N | 9278 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
4 | 4 | 4 | 4 | 4 | 4 | |
314 kPa | 330 kPa | 292 kPa | 444 kPa | 415 kPa | 414 kPa | |
45 psi | 62 psi | |||||
0.73 | ||||||
General comments (publicly viewable) (Max 1000 characters): 4136-PSU 056374 2022-03-01-5-5
Test was verified on 8/29/2024 ✔