Summary for Test 2024-01-18-26-5
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 | Not set |
| 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 | 01/18/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 01/25/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1-1/2" HMA-A |
| The quantity of what the sample constitutes | 16 boxes 11 bags | From where was the sample collected | Source |
| 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 | 5307-PSU | 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 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | Not Applicable | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 16 |
Test Details
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DIME Sample ID: 2024-01-18-26
DIME Test ID: 2024-01-18-26-5
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: 2024-03-08
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 02/08/2024
| 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 | |
| 90.0 mm | 90.0 mm | 90.0 mm | 90.0 mm | 90.0 mm | 90.0 mm | |
| 3767.6 g | 3739.2 g | 3740.5 g | 3784.0 g | 3766.0 g | 3741.3 g | |
| 2203.2 g | 2167.6 g | 2167.0 g | 2205.2 g | 2188.1 g | 2182.1 g | |
| 3803.2 g | 3772.5 g | 3772.5 g | 3811.2 g | 3798.7 g | 3775.8 g | |
| 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | 2.520 | |
| 3850.1 g | 3826.4 g | 38312.0 g | ||||
| 2203.2 g | 2167.6 g | 2167.0 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1600.0 cm^3 | 1604.9 cm^3 | 1605.5 cm^3 | 1606.0 cm^3 | 1610.6 cm^3 | 1593.7 cm^3 | |
2.355 | 2.330 | 2.330 | 2.356 | 2.338 | 2.348 | |
6.5 % | 7.5 % | 7.5 % | 6.5 % | 7.2 % | 6.8 % | |
104.0 cm^3 | 120.4 cm^3 | 120.4 cm^3 | 104.4 cm^3 | 116.0 cm^3 | 108.4 cm^3 | |
3840.4 g | 3823.5 g | 3824.8 g | ||||
3850.8 g | 3835.5 g | 3836.8 g | ||||
1646.9 cm^3 | 1658.8 cm^3 | 36145.0 cm^3 | ||||
82.5 cm^3 | 87.2 cm^3 | 34571.5 cm^3 | ||||
79 % | 72 % | 28714 % | ||||
2.9 % | 3.4 % | 2151.3 % | ||||
18711 N | 24880 N | 24544 N | 30339 N | 31156 N | 24062 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
835 kPa | 1110 kPa | 1095 kPa | 1431 kPa | 1469 kPa | 1135 kPa | |
147 psi | 195 psi | |||||
0.75 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 3/8/2024 ✔