Summary for Test 2024-07-28-2-5
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 | 07/28/2024 | Sample Unique Key | 2 |
---|---|---|---|
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 | 07/30/2024 |
Sample type | Quality Assurance | A brief description of the sample | PSU |
The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
Title of sampler | Telephone number of sampler | 6193804522 | |
Laboratory sample identification | 6641-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 | Type A HMA |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | 53417105 |
Test Details
DIME Sample ID: 2024-07-28-2
DIME Test ID: 2024-07-28-2-5
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: 2024-08-06
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/06/2024
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 | |
3,690.8 g | 3,683.2 g | 3,685.5 g | 3,686.0 g | 3,686.9 g | 3,687.8 g | |
2,092.6 g | 2,070.2 g | 2,075.4 g | 2,075.5 g | 2,079.4 g | 2,087.9 g | |
3,706.9 g | 3,693.1 g | 3,698.0 g | 3,702.0 g | 3,700.9 g | 3,702.1 g | |
2.450 | 2.450 | 2.450 | 2.450 | 2.450 | 2.450 | |
3,766.5 g | 3,767.3 g | 3,768.4 g | ||||
2,092.6 g | 2,070.2 g | 2,075.4 g | ||||
95.1 mm | 95.1 mm | 95.1 mm | ||||
225 mmHg | 225 mmHg | 225 mmHg | ||||
0 inHg | 0 inHg | 0 inHg | ||||
10 minutes | 10 minutes | 10 minutes | ||||
1,614.3 cm^3 | 1,622.9 cm^3 | 1,622.6 cm^3 | 1,626.5 cm^3 | 1,621.5 cm^3 | 1,614.2 cm^3 | |
2.286 | 2.270 | 2.271 | 2.266 | 2.274 | 2.285 | |
6.7 % | 7.3 % | 7.3 % | 7.5 % | 7.2 % | 6.7 % | |
108.2 cm^3 | 118.5 cm^3 | 118.4 cm^3 | 122.0 cm^3 | 116.7 cm^3 | 108.2 cm^3 | |
3,766.5 g | 3,766.1 g | 3,768.4 g | ||||
3,777.4 g | 3,778.0 g | 3,780.2 g | ||||
1,673.9 cm^3 | 1,697.1 cm^3 | 1,693.0 cm^3 | ||||
75.7 cm^3 | 84.1 cm^3 | 82.9 cm^3 | ||||
70 % | 71 % | 70 % | ||||
3.7 % | 4.6 % | 4.3 % | ||||
14257 N | 15351 N | 14261 N | 15249 N | 15480 N | 15805 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
636 kPa | 685 kPa | 636 kPa | 681 kPa | 692 kPa | 706 kPa | |
95 psi | 100 psi | |||||
0.95 |
General comments (publicly viewable) (Max 1000 characters): Complies WET > 70 and DRY => 100
Test was verified on 8/6/2024 ✔