Summary for Test 2023-06-21-63-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
| Award Date | 10/29/2018 |
| Closeout Date | 01/03/2024 |
| Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
| Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/22/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA-G | 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 | MARCO |
| Last name of sampler or witnessed by | ESTUDILLO | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Carroll Canyon | |
| 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 | 21218080 | |
| 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: 2023-06-21-63
DIME Test ID: 2023-06-21-63-5
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: 2023-09-19
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/14/2023
| 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 | |
| 3611.6 g | 3606.5 g | 3610.9 g | 3601.3 g | 3603.6 g | 3599.4 g | |
| 2015.7 g | 2018.5 g | 2015.5 g | 2007.3 g | 2009.6 g | 2004.9 g | |
| 3637.5 g | 3636.7 g | 3637.6 g | 3628.1 g | 3634.8 g | 3624.5 g | |
| 2.396 | 2.396 | 2.396 | 2.396 | 2.396 | 2.396 | |
| 3699.0 g | 3694.2 g | 3696.7 g | ||||
| 95.6 mm | 95.4 mm | 95.5 mm | ||||
| 53 mmHg | 61 mmHg | 72 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1621.8 cm^3 | 1618.2 cm^3 | 1622.1 cm^3 | 1620.8 cm^3 | 1625.2 cm^3 | 1619.6 cm^3 | |
2.227 | 2.229 | 2.226 | 2.222 | 2.217 | 2.222 | |
7.1 % | 7.0 % | 7.1 % | 7.3 % | 7.5 % | 7.3 % | |
115.1 cm^3 | 113.3 cm^3 | 115.2 cm^3 | 118.3 cm^3 | 121.9 cm^3 | 118.2 cm^3 | |
3692.2 g | 3685.8 g | 3691.5 g | ||||
3703.7 g | 3697.1 g | 3703.1 g | ||||
1683.3 cm^3 | 1675.7 cm^3 | 1681.2 cm^3 | ||||
87.4 cm^3 | 87.7 cm^3 | 85.8 cm^3 | ||||
76 % | 77 % | 74 % | ||||
18247 N | 19292 N | 20462 N | 23767 N | 24238 N | 24901 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
7 | 2 | 3 | 5 | 4 | 3 | |
0 | 0 | 0 | 0 | 0 | 0 | |
810 kPa | 858 kPa | 909 kPa | 1062 kPa | 1083 kPa | 1112 kPa | |
125 psi | 157 psi | |||||
0.8 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2023 ✔