Summary for Test 2024-06-04-47-5
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 | 06/04/2024 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 06/04/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA |
| The quantity of what the sample constitutes | 8 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 | 619 380 4522 | |
| Laboratory sample identification | 0801-JMF | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217105 | |
| 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: 2024-06-04-47
DIME Test ID: 2024-06-04-47-5
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: 2024-06-13
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/12/2024
| 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 | |
| 3814.1 g | 3815.5 g | 3814.9 g | 3815.0 g | 3812.9 g | 3814.6 g | |
| 2172.4 g | 2168.0 g | 2165.8 g | 2166.2 g | 2160.9 g | 2165.4 g | |
| 3829.9 g | 3828.2 g | 3824.1 g | 3825.7 g | 3820.2 g | 3824.5 g | |
| 2.470 | 2.470 | 2.470 | 2.470 | 2.470 | 2.470 | |
| 3891.1 g | 3896.8 g | 3894.9 g | ||||
| 2172.4 g | 2168.0 g | 2165.8 g | ||||
| 95.2 mm | 95.2 mm | 95.2 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1657.5 cm^3 | 1660.2 cm^3 | 1658.3 cm^3 | 1659.5 cm^3 | 1659.3 cm^3 | 1659.1 cm^3 | |
2.301 | 2.298 | 2.300 | 2.299 | 2.298 | 2.299 | |
6.8 % | 7.0 % | 6.9 % | 6.9 % | 7.0 % | 6.9 % | |
112.7 cm^3 | 116.2 cm^3 | 114.4 cm^3 | 114.5 cm^3 | 116.2 cm^3 | 114.5 cm^3 | |
3893.0 g | 3896.8 g | 3895.0 g | ||||
3904.3 g | 3908.5 g | 3906.4 g | ||||
1718.7 cm^3 | 1728.8 cm^3 | 1729.1 cm^3 | ||||
77.0 cm^3 | 81.3 cm^3 | 80.0 cm^3 | ||||
68 % | 70 % | 70 % | ||||
3.7 % | 4.1 % | 4.3 % | ||||
21218 N | 16756 N | 17628 N | 25554 N | 21520 N | 23468 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
946 kPa | 747 kPa | 786 kPa | 1142 kPa | 961 kPa | 1048 kPa | |
120 psi | 152 psi | |||||
0.79 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet > 70 and Dry > 100
Test was verified on 6/13/2024 ✔