Summary for Test 2023-06-14-79-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994436 DEA: 11080284 EFIS: 1117000085 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-98-32.1/32.5 |
| Award Date | Not set |
| Closeout Date | 10/24/2024 |
| Work Description | Place HMA, minor concrete, modify drainage, landscape and electrical. |
| Location Description | IMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE |
| QA Service Level | 1 (Verified on 12/09/2022) |
Sample Information
| Sample Taken Date | 06/14/2023 | Sample Unique Key | 79 |
|---|---|---|---|
| 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 | 06/16/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1-1/2" HMA |
| The quantity of what the sample constitutes | 4 boxes 5 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Loper |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| 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 | Not Applicable | Lot number | |
| Sublot number | HMA Mix Number | 16 | |
| 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: 2023-06-14-79
DIME Test ID: 2023-06-14-79-5
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: 2023-08-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/10/2023
| 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 | |
| 3824.9 g | 3839.5 g | 3835.2 g | 3842.8 g | 3834.6 g | 3815.3 g | |
| 2219.0 g | 2228.2 g | 2219.8 g | 2233.8 g | 2218.7 g | 2217.1 g | |
| 3839.6 g | 3853.6 g | 3849.0 g | 3856.8 g | 3847.9 g | 3836.1 g | |
| 2.536 | 2.536 | 2.536 | 2.536 | 2.536 | 2.536 | |
| 3905.6 g | 3923.6 g | 3919.0 g | ||||
| 2219.0 g | 2228.2 g | 2219.8 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 205 mmHg | 200 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1620.6 cm^3 | 1625.4 cm^3 | 1629.2 cm^3 | 1623.0 cm^3 | 1629.2 cm^3 | 1619.0 cm^3 | |
2.360 | 2.362 | 2.354 | 2.368 | 2.354 | 2.357 | |
6.9 % | 6.9 % | 7.2 % | 6.6 % | 7.2 % | 7.1 % | |
111.8 cm^3 | 112.2 cm^3 | 117.3 cm^3 | 107.1 cm^3 | 117.3 cm^3 | 114.9 cm^3 | |
3903.2 g | 3918.0 g | 3917.3 g | ||||
3914.3 g | 3929.3 g | 3929.0 g | ||||
1686.6 cm^3 | 1695.4 cm^3 | 1699.2 cm^3 | ||||
80.7 cm^3 | 84.1 cm^3 | 83.8 cm^3 | ||||
72 % | 75 % | 71 % | ||||
4.1 % | 4.3 % | 4.3 % | ||||
16988 N | 24492 N | 19145 N | 27250 N | 29808 N | 29501 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
5 | 7 | 4 | 5 | 6 | 6 | |
0 | 0 | 0 | 0 | 0 | 0 | |
758 kPa | 1093 kPa | 854 kPa | 1217 kPa | 1332 kPa | 1318 kPa | |
131 psi | 187 psi | |||||
0.7 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2023 ✔