Summary for Test 2023-06-26-67-5
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 | 06/26/2023 | Sample Unique Key | 67 |
---|---|---|---|
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 | 06/27/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
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 | Chris | Last name of sampler or witnessed by | Lawless |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 7210-JMF | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Martin Marietta Lakeside | 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 | 23417005SR |
Test Details
DIME Sample ID: 2023-06-26-67
DIME Test ID: 2023-06-26-67-5
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: 2024-08-29
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 07/14/2023
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 | |
3551.9 g | 3569.7 g | 3577.9 g | 3588.2 g | 3571.5 g | 3579.7 g | |
2000.9 g | 2002.4 g | 2014.7 g | 2029.7 g | 2002.2 g | 2010.5 g | |
3605.7 g | 3616.4 g | 3641.5 g | 3659.5 g | 3629.4 g | 3632.5 g | |
2.369 | 2.369 | 2.369 | 2.369 | 2.369 | 2.369 | |
3632.1 g | 3648.9 g | 3656.1 g | ||||
200.9 g | 2002.4 g | 2014.7 g | ||||
95.2 mm | 95.1 mm | 95.1 mm | ||||
98 mmHg | 103 mmHg | 105 mmHg | ||||
0 inHg | 0 inHg | 0 inHg | ||||
5 minutes | 5 minutes | 5 minutes | ||||
1604.8 cm^3 | 1614.0 cm^3 | 1626.8 cm^3 | 1629.8 cm^3 | 1627.2 cm^3 | 1622.0 cm^3 | |
2.213 | 2.212 | 2.199 | 2.202 | 2.195 | 2.207 | |
6.6 % | 6.6 % | 7.2 % | 7.0 % | 7.3 % | 6.8 % | |
105.9 cm^3 | 106.5 cm^3 | 117.1 cm^3 | 114.1 cm^3 | 118.8 cm^3 | 110.3 cm^3 | |
3626 g | 3644.3 g | 3659.9 g | ||||
3636.6 g | 3654.9 g | 3671.6 g | ||||
3431.2 cm^3 | 1646.5 cm^3 | 1641.4 cm^3 | ||||
80.2 cm^3 | 79.2 cm^3 | 78.2 cm^3 | ||||
76 % | 74 % | 67 % | ||||
113.8 % | 2 % | 0.9 % | ||||
9982 N | 11521 N | 11325 N | 17130 N | 14933 N | 18090 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
3 | 3 | 3 | 3 | 3 | 3 | |
0 | 0 | 0 | 0 | 0 | 0 | |
445 kPa | 514 kPa | 505 kPa | 765 kPa | 667 kPa | 808 kPa | |
71 psi | 108 psi | |||||
0.66 |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2024 ✔