Summary for Test 2024-09-04-62-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994947 DEA: 112T3644 EFIS: 1121000108 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-56-0.3/3.0 |
| Award Date | 10/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT JPCP, HMA, RHMA-G, SIGNS, BARRIERS, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM EL CAMINO REAL UNDERCROSSING TO 0.3 MILE WEST OF CARMEL VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 09/04/2024 | Sample Unique Key | 62 |
|---|---|---|---|
| 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 | 09/10/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSUE |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | 6193804522 | |
| Laboratory sample identification | 0908-PSU | Linked DIME Sample ID | 2024-09-04-64 |
| 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 MM | |
| 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: 2024-09-04-62
DIME Test ID: 2024-09-04-62-5
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: 2024-09-26
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 09/25/2024
| 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 | |
| 3687.0 g | 3707.2 g | 3702.3 g | 3704.4 g | 3703.9 g | 3708.3 g | |
| 2058.4 g | 2080.9 g | 2065.4 g | 2067.8 g | 2073.2 g | 2077.5 g | |
| 3701.8 g | 3720.2 g | 3715.7 g | 3718.6 g | 3714.4 g | 3719.0 g | |
| 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | 2.425 | |
| 3773.3 g | 3784.1 g | 3789.0 g | ||||
| 2058.4 g | 2080.9 g | 2065.4 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1643.4 cm^3 | 1639.3 cm^3 | 1650.3 cm^3 | 1650.8 cm^3 | 1641.2 cm^3 | 1641.5 cm^3 | |
2.244 | 2.261 | 2.243 | 2.244 | 2.257 | 2.259 | |
7.5 % | 6.8 % | 7.5 % | 7.5 % | 6.9 % | 6.8 % | |
123.3 cm^3 | 111.5 cm^3 | 123.8 cm^3 | 123.8 cm^3 | 113.2 cm^3 | 111.6 cm^3 | |
3773.3 g | 3785.3 g | 3789.0 g | ||||
3785.6 g | 3796.4 g | 3801.3 g | ||||
1714.9 cm^3 | 1703.2 cm^3 | 1723.6 cm^3 | ||||
86.3 cm^3 | 76.9 cm^3 | 86.7 cm^3 | ||||
70 % | 69 % | 70 % | ||||
4.4 % | 3.9 % | 4.4 % | ||||
7802 N | 8131 N | 7931 N | 10943 N | 12086 N | 12175 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
348 kPa | 363 kPa | 354 kPa | 489 kPa | 540 kPa | 544 kPa | |
51 psi | 76 psi | |||||
0.67 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not Comply DRY < 100
Test was verified on 9/26/2024 ✔