Summary for Test 2024-05-19-9-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993432 DEA: 11423804 EFIS: 1116000061 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94,125-R9.8/R10.6,12.9/22.3 |
| Award Date | 04/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT INDIVIDUAL SLAB, HMA, RHMA, MODIFY LANDSCAPE AND ELECTRICAL. |
| Location Description | SAN DIEGO COUNTY ON ROUTE 94 FROM E94/N125 SEPARATION IN LEMON GROVE TO 0.1 MILE EAST OF SPRING STREET UNDERCROSSING IN LA MESA AND ON ROUTE 125 FROM 0.6 MILE SOUTH OF SPRING STREET UNDERCROSSING NEAR LA MESA TO MISSION GORGE ROAD IN SANTEE |
| QA Service Level | 1 (Verified on 12/20/2021) |
Sample Information
| Sample Taken Date | 05/19/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/20/2024 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-A |
| 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 | ||
| Laboratory sample identification | 0701-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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217005SR |
Test Details
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DIME Sample ID: 2024-05-19-9
DIME Test ID: 2024-05-19-9-5
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: 2024-06-11
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/03/2024
| 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 | |
| 3793.9 g | 3791.8 g | 3793.9 g | 3795.2 g | 3791.5 g | 3794.0 g | |
| 2152.2 g | 2154.1 g | 2151.1 g | 2152.3 g | 2150.9 g | 2152.2 g | |
| 3806.9 g | 3802.9 g | 3803.1 g | 3807.6 g | 3800.8 g | 3804.2 g | |
| 2.477 | 2.477 | 2.477 | 2.477 | 2.477 | 2.477 | |
| 3879.6 g | 3874.9 g | 3878.3 g | ||||
| 2152.2 g | 2154.1 g | 2151.1 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 | ||||
1654.7 cm^3 | 1648.8 cm^3 | 1652.0 cm^3 | 1655.3 cm^3 | 1649.9 cm^3 | 1652.0 cm^3 | |
2.293 | 2.300 | 2.297 | 2.293 | 2.298 | 2.297 | |
7.4 % | 7.1 % | 7.3 % | 7.4 % | 7.2 % | 7.3 % | |
122.4 cm^3 | 117.1 cm^3 | 120.6 cm^3 | 122.5 cm^3 | 118.8 cm^3 | 120.6 cm^3 | |
3879.6 g | 3873.8 g | 3878.3 g | ||||
3891.8 g | 3885.5 g | 3890.4 g | ||||
1727.4 cm^3 | 1720.8 cm^3 | 1727.2 cm^3 | ||||
85.7 cm^3 | 83.1 cm^3 | 84.4 cm^3 | ||||
70 % | 71 % | 70 % | ||||
4.4 % | 4.4 % | 4.6 % | ||||
13705 N | 14881 N | 15498 N | 19296 N | 19296 N | 24094 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
2 | 2 | 2 | 2 | 2 | 2 | |
612 kPa | 664 kPa | 692 kPa | 862 kPa | 862 kPa | 1076 kPa | |
95 psi | 135 psi | |||||
0.7 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Wet > 70 psi and Dry >100 psi
Test was verified on 6/11/2024 ✔