Summary for Test 2023-07-12-34-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993529 DEA: 11430514 EFIS: 1119000008 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-R31.3/R37.1 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CRCP, FIBER OPTIC CABLE, AND HMA. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/07/2022) |
Sample Information
| Sample Taken Date | 07/12/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA-A | The quantity of what the sample constitutes | 14 boxes 3 bags |
| From where was the sample collected | Supplier | 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 | 6624-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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 53417105 | |
| 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: 2023-07-12-34
DIME Test ID: 2023-07-12-34-5
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: 2023-10-05
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/21/2023
| 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 | |
| 3641.1 g | 3681.5 g | 3669.8 g | 3682.6 g | 3673.0 g | 3672.0 g | |
| 2057.0 g | 2089.0 g | 2074.4 g | 2080.2 g | 2082.4 g | 2067.8 g | |
| 3665.5 g | 3700.0 g | 3688.1 g | 3706.0 g | 3690.1 g | 3688.0 g | |
| 2.447 | 2.447 | 2.447 | 2.447 | 2.447 | 2.447 | |
| 3726.0 g | 3756.0 g | 3750.0 g | ||||
| 95.1 mm | 95.1 mm | 95.2 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 10 minutes | 5 minutes | ||||
1608.5 cm^3 | 1611.0 cm^3 | 1613.7 cm^3 | 1625.8 cm^3 | 1607.7 cm^3 | 1620.2 cm^3 | |
2.264 | 2.285 | 2.274 | 2.265 | 2.285 | 2.266 | |
7.5 % | 6.6 % | 7.1 % | 7.4 % | 6.6 % | 7.4 % | |
120.6 cm^3 | 106.3 cm^3 | 114.6 cm^3 | 120.3 cm^3 | 106.1 cm^3 | 119.9 cm^3 | |
3725.5 g | 3755.9 g | 3750.0 g | ||||
3737.6 g | 3766.5 g | 3761.5 g | ||||
1645.8 cm^3 | 1673.6 cm^3 | 1682.2 cm^3 | ||||
84.9 cm^3 | 74.5 cm^3 | 80.2 cm^3 | ||||
70 % | 70 % | 70 % | ||||
23219 N | 23021 N | 22912 N | 19458 N | 20972 N | 19770 N | |
1 | 1 | 2 | 1 | 1 | 2 | |
2 | 1 | 1 | 2 | 2 | 1 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1036 kPa | 1027 kPa | 1021 kPa | 869 kPa | 937 kPa | 883 kPa | |
149 psi | 130 psi | |||||
1.15 | ||||||
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Test was verified on 10/5/2023 ✔