Summary for Test 2024-03-14-26-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 03/14/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 03/15/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| 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 | 7815-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: 2024-03-14-26
DIME Test ID: 2024-03-14-26-5
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: 2024-03-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith / J Seymour
Date of test: 03/26/2024
| 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 | |
| 3800.8 g | 3750.3 g | 3750.2 g | 3784.1 g | 3742.7 g | 3749.1 g | |
| 2200.0 g | 2168.7 g | 2173.1 g | 2196.1 g | 2164.5 g | 2165.5 g | |
| 3812.0 g | 3772.8 g | 3772.2 g | 3800.7 g | 3766.4 g | 3764.0 g | |
| 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | 2.521 | |
| 3882.6 g | 3841.6 g | 3834.2 g | ||||
| 2200.0 g | 2168.7 g | 2173.1 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1612.0 cm^3 | 1604.1 cm^3 | 1599.1 cm^3 | 1604.6 cm^3 | 1601.9 cm^3 | 1598.5 cm^3 | |
2.358 | 2.338 | 2.345 | 2.358 | 2.336 | 2.345 | |
6.5 % | 7.3 % | 7.0 % | 6.5 % | 7.3 % | 7.0 % | |
104.8 cm^3 | 117.1 cm^3 | 111.9 cm^3 | 104.3 cm^3 | 116.9 cm^3 | 111.9 cm^3 | |
3874.2 g | 3832.3 g | 3828.5 g | ||||
3884.6 g | 3844.0 g | 3839.7 g | ||||
1682.6 cm^3 | 1672.9 cm^3 | 1661.1 cm^3 | ||||
81.8 cm^3 | 91.3 cm^3 | 84.0 cm^3 | ||||
78 % | 78 % | 75 % | ||||
4.4 % | 4.3 % | 3.9 % | ||||
31422 N | 26414 N | 22788 N | 32232 N | 30395 N | 30114 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1402 kPa | 1179 kPa | 1017 kPa | 1440 kPa | 1358 kPa | 1345 kPa | |
174 psi | 200 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target DRY >100 WET > 70
Test was verified on 3/26/2024 ✔