Summary for Test 2024-12-17-46-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000187 DEA: 112N1674 EFIS: 1122000280 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-86-R34.8/64.1 |
| Award Date | 06/04/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE,& JOINT SEALS. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM TRIFOLIUM CANAL BRIDGE (58-0017) TO GODETIA DITCH BRIDGE (58-0067) |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 12/17/2024 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 12/20/2024 |
| 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 | Supplier |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 1501-PSU | Linked DIME Sample ID | 2024-12-17-47 |
| The fabricator/manufacturer/facility name | API Gateway | 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 | 39 | |
| 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: 2024-12-17-46
DIME Test ID: 2024-12-17-46-5
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: 2025-01-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/31/2024
| 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 | |
| 3790.3 g | 3830.2 g | 3831.4 g | 3832.3 g | 3832.5 g | 3830.9 g | |
| 2183.5 g | 2205.0 g | 2206.2 g | 2205.5 g | 2207.3 g | 2205.0 g | |
| 3814.0 g | 3845.3 g | 3846.7 g | 3844.3 g | 3845.9 g | 3846.7 g | |
| 2.514 | 2.514 | 2.514 | 2.514 | 2.514 | 2.514 | |
| 3875.9 g | 3911.8 g | 3913.0 g | ||||
| 2183.5 g | 2205.0 g | 2206.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 120 mmHg | 120 mmHg | 120 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1630.5 cm^3 | 1640.3 cm^3 | 1640.5 cm^3 | 1638.8 cm^3 | 1638.6 cm^3 | 1641.7 cm^3 | |
2.325 | 2.335 | 2.336 | 2.338 | 2.339 | 2.333 | |
7.5 % | 7.1 % | 7.1 % | 7.0 % | 7.0 % | 7.2 % | |
122.3 cm^3 | 116.5 cm^3 | 116.5 cm^3 | 114.7 cm^3 | 114.7 cm^3 | 118.2 cm^3 | |
3875.9 g | 3911.8 g | 3913.0 g | ||||
3888.1 g | 3923.4 g | 3924.6 g | ||||
1692.4 cm^3 | 1706.8 cm^3 | 1706.8 cm^3 | ||||
85.6 cm^3 | 81.6 cm^3 | 81.6 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.8 % | 4.1 % | 4.0 % | ||||
13999 N | 18340 N | 16111 N | 20720 N | 21401 N | 22788 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
625 kPa | 818 kPa | 719 kPa | 926 kPa | 956 kPa | 1018 kPa | |
104 psi | 140 psi | |||||
0.74 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target WET > 70psi and DRY > 100psi tested WET 104psi and DRY 140psi
Test was verified on 1/15/2025 ✔