Summary for Test 2023-09-21-50-5
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 | 09/07/2021 |
| Closeout Date | 01/06/2026 |
| 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 | 09/21/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RHMA | The quantity of what the sample constitutes | 12 boxes 2 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Fuentes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 5212-PSU | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta | |
| 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218080SR | |
| 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: 2023-09-21-50
DIME Test ID: 2023-09-21-50-5
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: 10/06/2023
| 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 | |
| 3667.4 g | 3672.6 g | 3669.1 g | 3660.6 g | 3676.0 g | 3671.0 g | |
| 2033.9 g | 2051.6 g | 2045.3 g | 2031.6 g | 2050.3 g | 2044.6 g | |
| 3682.0 g | 3684.9 g | 3687.3 g | 3677.3 g | 3690.0 g | 3686.0 g | |
| 2.405 | 2.405 | 2.405 | 2.405 | 2.405 | 2.405 | |
| 3762.5 g | 3755.8 g | 3757.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1648.1 cm^3 | 1633.3 cm^3 | 1642.0 cm^3 | 1645.7 cm^3 | 1639.7 cm^3 | 1641.4 cm^3 | |
2.225 | 2.249 | 2.235 | 2.224 | 2.242 | 2.237 | |
7.5 % | 6.5 % | 7.1 % | 7.5 % | 6.8 % | 7.0 % | |
123.6 cm^3 | 106.2 cm^3 | 116.6 cm^3 | 123.4 cm^3 | 111.5 cm^3 | 114.9 cm^3 | |
3753.9 g | 3746.9 g | 3750.7 g | ||||
3766.3 g | 3757.6 g | 3762.4 g | ||||
1728.6 cm^3 | 1704.2 cm^3 | 1711.9 cm^3 | ||||
95.1 cm^3 | 83.2 cm^3 | 88.1 cm^3 | ||||
77 % | 78 % | 76 % | ||||
5996 N | 8173 N | 7785 N | 14288 N | 13729 N | 14542 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
268 kPa | 365 kPa | 347 kPa | 638 kPa | 613 kPa | 650 kPa | |
47 psi | 92 psi | |||||
0.51 | ||||||
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Test was verified on 10/30/2023 ✔