Summary for Test 2023-08-26-11-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4/R52.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad |
| Location Description | IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/23/2021) |
Sample Information
| Sample Taken Date | 08/26/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 09/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA |
| The quantity of what the sample constitutes | 12 boxes 4 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | N/A | Last name of sampler or witnessed by | N/A |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 5211-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 |
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 |
Test Details
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DIME Sample ID: 2023-08-26-11
DIME Test ID: 2023-08-26-11-5
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: 2023-10-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/13/2023
| 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 | |
| 3764.1 g | 3785.9 g | 3777.6 g | 3782.3 g | 3777.3 g | 3777.3 g | |
| 2155.0 g | 2183.0 g | 2161.1 g | 2176.5 g | 2161.9 g | 2162.0 g | |
| 3783.4 g | 3808.4 g | 3794.7 g | 3807.2 g | 3796.2 g | 3796.4 g | |
| 2.499 | 2.499 | 2.499 | 2.499 | 2.499 | 2.499 | |
| 3861.2 g | 3873.1 g | 3870.8 g | ||||
| 2155.0 g | 2183.0 g | 2161.1 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1628.4 cm^3 | 1625.4 cm^3 | 1633.6 cm^3 | 1630.7 cm^3 | 1634.3 cm^3 | 1634.4 cm^3 | |
2.312 | 2.329 | 2.312 | 2.319 | 2.311 | 2.311 | |
7.5 % | 6.8 % | 7.5 % | 7.2 % | 7.5 % | 7.5 % | |
122.1 cm^3 | 110.5 cm^3 | 122.5 cm^3 | 117.4 cm^3 | 122.6 cm^3 | 122.6 cm^3 | |
3849.6 g | 3863.3 g | 3863.4 g | ||||
3861.8 g | 3874.3 g | 3875.6 g | ||||
1706.2 cm^3 | 1690.1 cm^3 | 1709.7 cm^3 | ||||
97.1 cm^3 | 87.2 cm^3 | 93.2 cm^3 | ||||
80 % | 79 % | 76 % | ||||
4.8 % | 4 % | 4.7 % | ||||
15219 N | 15219 N | 17611 N | 28730 N | 27559 N | 26230 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
679 kPa | 679 kPa | 786 kPa | 1284 kPa | 1231 kPa | 1172 kPa | |
104 psi | 178 psi | |||||
0.58 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/30/2023 ✔