Summary for Test 2024-03-05-25-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993529 DEA: 11430514 EFIS: 1119000008 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-R31.3/R37.1 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CRCP, FIBER OPTIC CABLE, AND HMA. |
| Location Description | SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 02/07/2022) |
Sample Information
| Sample Taken Date | 03/05/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 03/06/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gastelum |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 6636-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | MM Lake Elsinor | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 53417105 |
Test Details
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DIME Sample ID: 2024-03-05-25
DIME Test ID: 2024-03-05-25-5
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: 2024-03-15
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 03/14/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | 150 mm | |
| 95 mm | 95 mm | 95 mm | 95 mm | 95 mm | 95 mm | |
| 3715.3 g | 3695.3 g | 3702.1 g | 3704 g | 3700.3 g | 3702.4 g | |
| 2120.6 g | 2100.8 g | 2109.7 g | 2113.5 g | 2106.2 g | 2100 g | |
| 3730.5 g | 3715.5 g | 3716.1 g | 3718 g | 3713.4 g | 3720.5 g | |
| 2.47 | 2.47 | 2.47 | 2.47 | 2.47 | 2.47 | |
| 3795.6 g | 3785.2 g | 3785.3 g | ||||
| 2120.6 g | 2100.8 g | 2109.7 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 | ||||
1609.9 cm^3 | 1614.7 cm^3 | 1606.4 cm^3 | 1604.5 cm^3 | 1607.2 cm^3 | 1620.5 cm^3 | |
2.308 | 2.289 | 2.305 | 2.309 | 2.302 | 2.285 | |
6.6 % | 7.3 % | 6.7 % | 6.5 % | 6.8 % | 7.5 % | |
106.3 cm^3 | 117.9 cm^3 | 107.6 cm^3 | 104.3 cm^3 | 109.3 cm^3 | 121.5 cm^3 | |
3789.7 g | 3777.8 g | 3777.4 g | ||||
3800.3 g | 3789.6 g | 3788.2 g | ||||
1675 cm^3 | 1684.4 cm^3 | 1675.6 cm^3 | ||||
80.3 cm^3 | 89.9 cm^3 | 83.2 cm^3 | ||||
76 % | 76 % | 77 % | ||||
4 % | 4.3 % | 4.3 % | ||||
19243 N | 15947 N | 19296 N | 21876 N | 22085 N | 18989 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
859 kPa | 712 kPa | 861 kPa | 977 kPa | 987 kPa | 848 kPa | |
118 psi | 136 psi | |||||
0.87 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies WET>70 Dry>100 Tested WET-118 Dry- 136
Test was verified on 3/15/2024 ✔