Summary for Test 2023-10-10-83-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994615 DEA: 112N1644 EFIS: 1122000151 |
|---|---|
| DIST-CO-RTE-PM | 11-IMP-8-R3.7/R48.0 |
| Award Date | 05/19/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | MICROSURFACING, COLD PLANE, RHMA, PAVEMENT MARKING, & CENSUS SYSTEMS. |
| Location Description | IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF MOUNTAIN SPRINGS ROAD UNDERCROSSING TO 0.2 MILE EAST OF ROUTE 7/8 SEPARATION |
| QA Service Level | 1 (Verified on 06/04/2024) |
Sample Information
| Sample Taken Date | 10/10/2023 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 11/13/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 12 boxes 4 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 | 9814-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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 1 |
| 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: 2023-10-10-83
DIME Test ID: 2023-10-10-83-5
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: 2023-11-22
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/27/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 1560.0 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 | |
| 3640.3 g | 3619.4 g | 3614.8 g | 3631.3 g | 3613.2 g | 3626.0 g | |
| 2038.5 g | 2022.8 g | 2020.2 g | 2034.3 g | 2018.7 g | 2028.6 g | |
| 3651.3 g | 3633.4 g | 3629.4 g | 3643.1 g | 3630.9 g | 3637.7 g | |
| 2.416 | 2.416 | 2.416 | 2.416 | 2.416 | 2.416 | |
| 3723.5 g | 3707.2 g | 3703.2 g | ||||
| 2038.5 g | 2022.8 g | 2020.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1612.8 cm^3 | 1610.6 cm^3 | 1609.2 cm^3 | 1608.8 cm^3 | 1612.2 cm^3 | 1609.1 cm^3 | |
2.257 | 2.247 | 2.246 | 2.257 | 2.241 | 2.253 | |
6.6 % | 7.0 % | 7.0 % | 6.6 % | 7.2 % | 6.7 % | |
106.4 cm^3 | 112.7 cm^3 | 112.6 cm^3 | 106.2 cm^3 | 116.1 cm^3 | 107.8 cm^3 | |
3714.8 g | 3698.3 g | 3693.6 g | ||||
3725.4 g | 3709.6 g | 3704.9 g | ||||
1685.0 cm^3 | 1684.4 cm^3 | 1683.0 cm^3 | ||||
83.2 cm^3 | 87.8 cm^3 | 88.4 cm^3 | ||||
78 % | 78 % | 79 % | ||||
4.5 % | 4.6 % | 4.6 % | ||||
17203 N | 11636 N | 11069 N | 16907 N | 16527 N | 18588 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 2 | 1 | 2 | 2 | 1 | |
1 | 2 | 2 | 2 | 2 | 2 | |
768 kPa | 519 kPa | 47 kPa | 755 kPa | 738 kPa | 830 kPa | |
64 psi | 112 psi | |||||
0.57 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2023 ✔