Summary for Test 2023-09-18-61-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994617 DEA: 112N1664 EFIS: 1122000153 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-79-44.7/53.0 |
| Award Date | 05/18/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | COLD PLANE, RHMA OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP. |
| Location Description | SAN DIEGO COUNTY NEAR SUNSHINE SUMMIT FROM 1.2 MILES NORTH OF ACORN CREEK BRIDGE TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 11/30/2023) |
Sample Information
| Sample Taken Date | 09/18/2023 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 09/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| 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 | N/A | Last name of sampler or witnessed by | N/A |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 9601-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: 2023-09-18-61
DIME Test ID: 2023-09-18-61-5
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: 2023-10-03
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/27/2023
| 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 | |
| 3734.0 g | 3725.6 g | 3706.9 g | 3715.2 g | 3697.0 g | 3703.2 g | |
| 2144.0 g | 2128.4 g | 2108.0 g | 2116.5 g | 2110.2 g | 2104.5 g | |
| 3756.0 g | 3739.6 g | 3713.5 g | 3720.5 g | 3721.5 g | 3721.2 g | |
| 2.477 | 2.477 | 2.477 | 2.477 | 2.477 | 2.477 | |
| 3807.4 g | 3785.1 g | 3806.2 g | ||||
| 2116.5 g | 2110.2 g | 2128.4 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 | ||||
1612.0 cm^3 | 1611.2 cm^3 | 1605.5 cm^3 | 1604.0 cm^3 | 1611.3 cm^3 | 1616.7 cm^3 | |
2.316 | 2.312 | 2.309 | 2.316 | 2.294 | 2.291 | |
6.5 % | 6.7 % | 6.8 % | 6.5 % | 7.4 % | 7.5 % | |
104.8 cm^3 | 108.0 cm^3 | 109.2 cm^3 | 104.3 cm^3 | 119.2 cm^3 | 121.3 cm^3 | |
3807.4 g | 3801.2 g | 3783.3 g | ||||
3817.8 g | 3812.0 g | 3794.3 g | ||||
1690.9 cm^3 | 1674.9 cm^3 | 1677.8 cm^3 | ||||
73.4 cm^3 | 59.5 cm^3 | 99.3 cm^3 | ||||
70 % | 55 % | 91 % | ||||
4.9 % | 4.0 % | 4.5 % | ||||
5964 N | 6441 N | 5890 N | 6868 N | 6361 N | 5227 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 3 | 3 | 2 | |
266 kPa | 287 kPa | 263 kPa | 307 kPa | 284 kPa | 234 kPa | |
39 psi | 40 psi | |||||
0.98 | ||||||
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Test was verified on 10/3/2023 ✔