Summary for Test 2025-03-22-1-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994331 DEA: 11430254 EFIS: 1118000079 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-52-5.1/9.0 |
| Award Date | 12/21/2023 |
| Closeout Date | Not set |
| Work Description | CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 03/22/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 03/24/2025 |
| Sample type | Quality Assurance | A brief description of the sample | HMA |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | Telephone number of sampler | 619 372 2435 | |
| Laboratory sample identification | 25-3-22-1 | Linked DIME Sample ID | 2025-03-22-5 |
| 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 | 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: 2025-03-22-1
DIME Test ID: 2025-03-22-1-5
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: 2025-04-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 04/04/2025
| 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 | |
| 3693.6 g | 3693.0 g | 3690.4 g | 3693.1 g | 3696.1 g | 3688.8 g | |
| 2084.1 g | 2078.0 g | 2072.0 g | 2083.0 g | 2089.0 g | 2065.1 g | |
| 3717.6 g | 3715.7 g | 3707.2 g | 3719.9 g | 3720.2 g | 3704.9 g | |
| 2.432 | 2.432 | 2.432 | 2.432 | 2.432 | 2.432 | |
| 3773.6 g | 3776.7 g | 3772.8 g | ||||
| 2084.1 g | 2078.0 g | 2072.0 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 | ||||
1633.5 cm^3 | 1637.7 cm^3 | 1635.2 cm^3 | 1636.9 cm^3 | 1631.2 cm^3 | 1639.8 cm^3 | |
2.261 | 2.255 | 2.257 | 2.256 | 2.266 | 2.250 | |
7.0 % | 7.3 % | 7.2 % | 7.2 % | 6.8 % | 7.5 % | |
114.3 cm^3 | 119.6 cm^3 | 117.7 cm^3 | 117.9 cm^3 | 110.9 cm^3 | 123.0 cm^3 | |
3773.6 g | 3776.7 g | 3772.8 g | ||||
3785.0 g | 3788.7 g | 3784.6 g | ||||
1689.5 cm^3 | 1698.7 cm^3 | 1700.8 cm^3 | ||||
80.0 cm^3 | 83.7 cm^3 | 82.4 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.4 % | 3.7 % | 4.0 % | ||||
6085 N | 7758 N | 9791 N | 14925 N | 16968 N | 16064 N | |
2 | 2 | 2 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
272 kPa | 346 kPa | 437 kPa | 667 kPa | 758 kPa | 718 kPa | |
51 psi | 104 psi | |||||
0.49 | ||||||
General comments (publicly viewable) (Max 1000 characters): Does not Comply Target WET> 70 and DRY > 100
Test was verified on 4/8/2025 ✔