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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 | ||||||
| 150.0 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 | |
| 3715.3 g | 3695.3 g | 3702.1 g | 3704.0 g | 3700.3 g | 3702.4 g | |
| 2120.6 g | 2100.8 g | 2109.7 g | 2113.5 g | 2106.2 g | 2100.0 g | |
| 3730.5 g | 3715.5 g | 3716.1 g | 3718.0 g | 3713.4 g | 3720.5 g | |
| 2.470 | 2.470 | 2.470 | 2.470 | 2.470 | 2.470 | |
| 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 | ||||
1675.0 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 ✔