Summary for Test 2023-09-21-50-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R37.4/R52.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad |
| Location Description | IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/23/2021) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 09/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA |
| The quantity of what the sample constitutes | 12 boxes 2 bags | From where was the sample collected | Source |
| 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 | 5212-PSU | 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: 2023-09-21-50
DIME Test ID: 2023-09-21-50-5
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: 2023-10-30
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/06/2023
| 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 | |
| 3667.4 g | 3672.6 g | 3669.1 g | 3660.6 g | 3676.0 g | 3671.0 g | |
| 2033.9 g | 2051.6 g | 2045.3 g | 2031.6 g | 2050.3 g | 2044.6 g | |
| 3682.0 g | 3684.9 g | 3687.3 g | 3677.3 g | 3690.0 g | 3686.0 g | |
| 2.405 | 2.405 | 2.405 | 2.405 | 2.405 | 2.405 | |
| 3762.5 g | 3755.8 g | 3757.2 g | ||||
| 2033.9 g | 2051.6 g | 2045.3 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 | ||||
1648.1 cm^3 | 1633.3 cm^3 | 1642.0 cm^3 | 1645.7 cm^3 | 1639.7 cm^3 | 1641.4 cm^3 | |
2.225 | 2.249 | 2.235 | 2.224 | 2.242 | 2.237 | |
7.5 % | 6.5 % | 7.1 % | 7.5 % | 6.8 % | 7.0 % | |
123.6 cm^3 | 106.2 cm^3 | 116.6 cm^3 | 123.4 cm^3 | 111.5 cm^3 | 114.9 cm^3 | |
3753.9 g | 3746.9 g | 3750.7 g | ||||
3766.3 g | 3757.6 g | 3762.4 g | ||||
1728.6 cm^3 | 1704.2 cm^3 | 1711.9 cm^3 | ||||
95.1 cm^3 | 83.2 cm^3 | 88.1 cm^3 | ||||
77 % | 78 % | 76 % | ||||
4.9 % | 4.3 % | 4.3 % | ||||
5996 N | 8173 N | 7785 N | 14288 N | 13729 N | 14542 N | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
268 kPa | 365 kPa | 347 kPa | 638 kPa | 613 kPa | 650 kPa | |
47 psi | 92 psi | |||||
0.51 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/30/2023 ✔