Summary for Test 2023-06-15-40-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 215666 DEA: 11430564 EFIS: 1119000015 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-67-R6.0/24.4 |
| Award Date | 03/01/2022 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS. |
| Location Description | SAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78 |
| QA Service Level | 1 (Verified on 07/06/2021) |
Sample Information
| Sample Taken Date | 06/15/2023 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 06/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-G |
| The quantity of what the sample constitutes | 12 boxes 2 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21218080SR |
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: 2023-06-15-40
DIME Test ID: 2023-06-15-40-5
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: 2023-07-18
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/05/2023
| 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 | |
| 3695.9 g | 3680.7 g | 3700.7 g | 3683.4 g | 3691.8 g | 3676.9 g | |
| 2082.7 g | 2073.1 g | 2083.2 g | 2069.5 g | 2085.7 g | 2064.4 g | |
| 3705.7 g | 3696.9 g | 3712.8 g | 3696.5 g | 3711.6 g | 3688.1 g | |
| 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | 2.444 | |
| 3777.3 g | 3766.0 g | 3784.7 g | ||||
| 2082.7 g | 2073.1 g | 2083.2 g | ||||
| 95.1 mm | 95.1 mm | 95.2 mm | ||||
| 130 mmHg | 125 mmHg | 90 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 0 minutes | 0 minutes | 0 minutes | ||||
1623.0 cm^3 | 1623.8 cm^3 | 1629.6 cm^3 | 1627.0 cm^3 | 1625.9 cm^3 | 1623.7 cm^3 | |
2.277 | 2.267 | 2.271 | 2.264 | 2.271 | 2.265 | |
6.8 % | 7.2 % | 7.1 % | 7.4 % | 7.1 % | 7.3 % | |
110.4 cm^3 | 116.9 cm^3 | 115.7 cm^3 | 120.4 cm^3 | 115.4 cm^3 | 118.5 cm^3 | |
3773.2 g | 3762.5 g | 3781.7 g | ||||
3784.2 g | 3774.2 g | 3793.3 g | ||||
1694.6 cm^3 | 1692.9 cm^3 | 1701.5 cm^3 | ||||
81.4 cm^3 | 85.3 cm^3 | 84 cm^3 | ||||
74 % | 73 % | 73 % | ||||
4.4 % | 4.3 % | 4.4 % | ||||
16565 N | 15840 N | 15030 N | 16921 N | 19554 N | 18295 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
6 | 4 | 1 | 3 | 2 | 5 | |
0 | 0 | 0 | 0 | 0 | 0 | |
739 kPa | 707 kPa | 670 kPa | 756 kPa | 874 kPa | 817 kPa | |
102 psi | 118 psi | |||||
0.86 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2023 ✔