Summary for Test 2023-08-14-84-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 994613 DEA: 112N1444 EFIS: 1122000009 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-52,125,805-VAR |
| Award Date | 05/30/2023 |
| Closeout Date | 08/01/2024 |
| Work Description | POLYESTER CONCRETE OVERLAY, METHACRYLATE, & JOINT SEALS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 08/14/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 08/15/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA |
| The quantity of what the sample constitutes | 12 boxes 3 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 | 9201-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CCA Lakeside | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 21217005 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-08-14-84
DIME Test ID: 2023-08-14-84-5
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: 2023-10-10
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/04/2023
| 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 | |
| 3789.3 g | 3720.3 g | 3724.8 g | 3822.2 g | 3742.8 g | 3713.5 g | |
| 2129.1 g | 2090.9 g | 2090.1 g | 2146.2 g | 2111.1 g | 2091.4 g | |
| 3796.4 g | 3733.6 g | 3734.4 g | 3827.8 g | 3759.1 g | 3734.1 g | |
| 2.430 | 2.430 | 2.430 | 2.430 | 2.430 | 2.430 | |
| 3870.1 g | 3808.3 g | 3811.0 g | ||||
| 2129.1 g | 2090.9 g | 2090.1 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1667.3 cm^3 | 1642.7 cm^3 | 1644.3 cm^3 | 1681.6 cm^3 | 1648.0 cm^3 | 1642.7 cm^3 | |
2.273 | 2.265 | 2.265 | 2.273 | 2.271 | 2.261 | |
6.5 % | 6.8 % | 6.8 % | 6.5 % | 6.5 % | 7.0 % | |
108.4 cm^3 | 111.7 cm^3 | 111.8 cm^3 | 109.3 cm^3 | 107.1 cm^3 | 115.0 cm^3 | |
3865.2 g | 3798.5 g | 3803.1 g | ||||
3876.0 g | 3809.7 g | 3814.2 g | ||||
1741.0 cm^3 | 1717.4 cm^3 | 1720.9 cm^3 | ||||
80.8 cm^3 | 88.0 cm^3 | 86.2 cm^3 | ||||
75 % | 79 % | 77 % | ||||
4.4 % | 4.5 % | 4.7 % | ||||
28086 N | 20862 N | 26600 N | 31934 N | 26765 N | 27575 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
0 | 0 | 0 | 0 | 0 | 0 | |
1253 kPa | 931 kPa | 1187 kPa | 1427 kPa | 1196 kPa | 1232 kPa | |
163 psi | 186 psi | |||||
0.88 | ||||||
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Test was verified on 10/10/2023 ✔