Summary for Test 2024-07-28-2-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993529 DEA: 11430514 EFIS: 1119000008 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-R31.3/R37.1 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CRCP, FIBER OPTIC CABLE, AND HMA. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/07/2022) |
Sample Information
| Sample Taken Date | 07/28/2024 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 07/30/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| 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 | 6641-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: 2024-07-28-2
DIME Test ID: 2024-07-28-2-5
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: 2024-08-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/06/2024
| 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 | |
| 3690.8 g | 3683.2 g | 3685.5 g | 3686.0 g | 3686.9 g | 3687.8 g | |
| 2092.6 g | 2070.2 g | 2075.4 g | 2075.5 g | 2079.4 g | 2087.9 g | |
| 3706.9 g | 3693.1 g | 3698.0 g | 3702.0 g | 3700.9 g | 3702.1 g | |
| 2.450 | 2.450 | 2.450 | 2.450 | 2.450 | 2.450 | |
| 3766.5 g | 3767.3 g | 3768.4 g | ||||
| 2092.6 g | 2070.2 g | 2075.4 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 | ||||
1614.3 cm^3 | 1622.9 cm^3 | 1622.6 cm^3 | 1626.5 cm^3 | 1621.5 cm^3 | 1614.2 cm^3 | |
2.286 | 2.270 | 2.271 | 2.266 | 2.274 | 2.285 | |
6.7 % | 7.3 % | 7.3 % | 7.5 % | 7.2 % | 6.7 % | |
108.2 cm^3 | 118.5 cm^3 | 118.4 cm^3 | 122.0 cm^3 | 116.7 cm^3 | 108.2 cm^3 | |
3766.5 g | 3766.1 g | 3768.4 g | ||||
3777.4 g | 3778.0 g | 3780.2 g | ||||
1673.9 cm^3 | 1697.1 cm^3 | 1693.0 cm^3 | ||||
75.7 cm^3 | 84.1 cm^3 | 82.9 cm^3 | ||||
70 % | 71 % | 70 % | ||||
3.7 % | 4.6 % | 4.3 % | ||||
14257 N | 15351 N | 14261 N | 15249 N | 15480 N | 15805 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
636 kPa | 685 kPa | 636 kPa | 681 kPa | 692 kPa | 706 kPa | |
95 psi | 100 psi | |||||
0.95 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET > 70 and DRY => 100
Test was verified on 8/6/2024 ✔