Summary for Test 2024-06-10-81-5
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 | 06/10/2024 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 06/17/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1-1/2" HMA-A |
| The quantity of what the sample constitutes | 12 boxes | 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 | 5309-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 | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1 inch | Lot number | 1 |
| Sublot number | 1 | 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: 2024-06-10-81
DIME Test ID: 2024-06-10-81-5
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: 2024-06-25
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/25/2024
| 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 | |
| 3817.7 g | 3817.7 g | 3816.8 g | 3818.6 g | 3803.3 g | 3818.8 g | |
| 2227.5 g | 2233.6 g | 2226.3 g | 2226.0 g | 2214.0 g | 2232.2 g | |
| 3844.9 g | 3845.5 g | 3852.8 g | 3842.0 g | 3832.4 g | 3844.6 g | |
| 2.532 | 2.532 | 2.532 | 2.532 | 2.532 | 2.532 | |
| 3894.7 g | 3891.2 g | 3900.1 g | ||||
| 2227.5 g | 2233.6 g | 2226.3 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 | ||||
1617.4 cm^3 | 1611.9 cm^3 | 1626.5 cm^3 | 1616.0 cm^3 | 1618.4 cm^3 | 1612.4 cm^3 | |
2.360 | 2.368 | 2.347 | 2.363 | 2.350 | 2.368 | |
6.8 % | 6.5 % | 7.3 % | 6.7 % | 7.2 % | 6.5 % | |
110.0 cm^3 | 104.8 cm^3 | 118.7 cm^3 | 108.3 cm^3 | 116.5 cm^3 | 104.8 cm^3 | |
3894.7 g | 3891.1 g | 3899.9 g | ||||
3905.7 g | 3901.5 g | 3911.8 g | ||||
1667.2 cm^3 | 1657.6 cm^3 | 1673.8 cm^3 | ||||
77.0 cm^3 | 73.5 cm^3 | 83.3 cm^3 | ||||
70 % | 70 % | 70 % | ||||
3.1 % | 2.8 % | 2.9 % | ||||
30212 N | 21992 N | 25608 N | 28993 N | 26627 N | 30079 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1347 kPa | 980 kPa | 1142 kPa | 1295 kPa | 1190 kPa | 1344 kPa | |
168 psi | 185 psi | |||||
0.91 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet > 70psi Dry > 100 psi
Test was verified on 6/25/2024 ✔