Summary for Test 2024-05-13-42-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993811 DEA: 11422304 EFIS: 1115000180 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-0.3/R16.0 |
| Award Date | 10/28/2022 |
| Closeout Date | 06/09/2025 |
| Work Description | CULVERT REPAIRS, COLD PLANE, RHMA-G, MODIFY LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION |
| QA Service Level | 1 (Verified on 06/13/2022) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 05/14/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-PSU |
| The quantity of what the sample constitutes | 12 boxes | 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 | 0510-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 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: 2024-05-13-42
DIME Test ID: 2024-05-13-42-6
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: 2024-05-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 05/28/2024
| 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 | |
| 3649.2 g | 3674.5 g | 3649.6 g | 3671.4 g | 3674.6 g | 3673.9 g | |
| 2124.0 g | 2066.5 g | 2057.8 g | 2142.8 g | 2079.5 g | 2078.9 g | |
| 3741.6 g | 3694.4 g | 3670.9 g | 3762.4 g | 3690.0 g | 3690.4 g | |
| 2.439 | 2.439 | 2.439 | 2.439 | 2.439 | 2.439 | |
| 3743.0 g | 3766.8 g | 3740.5 g | ||||
| 2124.0 g | 2065.5 g | 2057.8 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 | ||||
1617.6 cm^3 | 1627.9 cm^3 | 1613.1 cm^3 | 1619.6 cm^3 | 1610.5 cm^3 | 1611.5 cm^3 | |
2.256 | 2.257 | 2.262 | 2.267 | 2.282 | 2.280 | |
7.5 % | 7.5 % | 7.3 % | 7.1 % | 6.4 % | 6.5 % | |
121.3 cm^3 | 122.1 cm^3 | 117.8 cm^3 | 115.0 cm^3 | 103.1 cm^3 | 104.7 cm^3 | |
3734.1 g | 3760.0 g | 3732.1 g | ||||
3746.2 g | 3772.2 g | 3743.8 g | ||||
1619.0 cm^3 | 1701.3 cm^3 | 1682.7 cm^3 | ||||
93.8 cm^3 | 92.3 cm^3 | 90.9 cm^3 | ||||
77 % | 76 % | 77 % | ||||
0.1 % | 4.5 % | 4.3 % | ||||
7700 N | 8254 N | 8655 N | 11457 N | 13968 N | 10882 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
344 kPa | 368 kPa | 386 kPa | 512 kPa | 624 kPa | 486 kPa | |
53 psi | 78 psi | |||||
0.68 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not Comply Target WET>70 and DRY>100
Test was verified on 5/22/2024 ✔