Summary for Test 2023-06-14-77-5
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 | 06/14/2023 | Sample Unique Key | 77 |
---|---|---|---|
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 | 16 boxes 11 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 |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | Not Applicable | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2023-06-14-77
DIME Test ID: 2023-06-14-77-5
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: 2023-08-09
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/12/2023
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 | |
3762.0 g | 3752.6 g | 3755.1 g | 3762.3 g | 3767.9 g | 3764.5 g | |
2181.7 g | 2185.5 g | 2174.9 g | 2195.2 g | 2194.6 g | 2189.9 g | |
3799.2 g | 3790.2 g | 3792.7 g | 3814.5 g | 3817.1 g | 3807.2 g | |
2.490 | 2.490 | 2.490 | 2.490 | 2.490 | 2.490 | |
3799.2 g | 3790.2 g | 3792.7 g | ||||
2181.7 g | 2185.5 g | 2174.9 g | ||||
95.2 mm | 95.3 mm | 95.2 mm | ||||
72 mmHg | 82 mmHg | 90 mmHg | ||||
0 inHg | 0 inHg | 0 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1617.5 cm^3 | 1604.7 cm^3 | 1617.8 cm^3 | 1619.3 cm^3 | 1622.5 cm^3 | 1617.3 cm^3 | |
2.326 | 2.339 | 2.321 | 2.323 | 2.322 | 2.328 | |
6.6 % | 6.1 % | 6.8 % | 6.7 % | 6.7 % | 6.5 % | |
106.8 cm^3 | 97.9 cm^3 | 110.0 cm^3 | 108.5 cm^3 | 108.7 cm^3 | 105.1 cm^3 | |
3836.8 g | 3821.1 g | 3832.1 g | ||||
3847.4 g | 3830.9 g | 3843.1 g | ||||
1617.5 cm^3 | 1604.7 cm^3 | 1617.8 cm^3 | ||||
37.2 cm^3 | 37.6 cm^3 | 37.6 cm^3 | ||||
35 % | 38 % | 34 % | ||||
0 % | 0 % | 0 % | ||||
21320 N | 21267 N | 21801 N | 25684 N | 26680 N | 28615 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
4 | 7 | 6 | 6 | 5 | 7 | |
0 | 0 | 0 | 0 | 0 | 0 | |
950 kPa | 947 kPa | 972 kPa | 1147 kPa | 1192 kPa | 1278 kPa | |
139 psi | 175 psi | |||||
0.79 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/9/2023 ✔