Summary for Test 2023-10-29-1-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 993908 DEA: 11427104 EFIS: 1116000154 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-3.0/8.3 |
| Award Date | 04/12/2023 |
| Closeout Date | Not set |
| Work Description | MODIFY SIGNAL & LIGHTING SYSTEMS & REPLACE MINOR CONCRETE CURB RAMP. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO AT VARIOUS LOCATIONS FROM MISSION CENTER ROAD OVERCROSSING TO COLLEGE AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 11/01/2022) |
Sample Information
| Sample Taken Date | 10/29/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 10/30/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" 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 | 10001-PSU | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 220817 Otay Val |
Test Details
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DIME Sample ID: 2023-10-29-1
DIME Test ID: 2023-10-29-1-5
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: 2023-11-14
Test Results
Unit system used?: US Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/07/2023
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | 5.9 in | |
| 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | 3.7 in | |
| 3815.9 g | 3784.9 g | 3797.9 g | 3790.1 g | 3778.7 g | 3800.2 g | |
| 2237.0 g | 2207.8 g | 2209.8 g | 2206.2 g | 2220.0 g | 2230.7 g | |
| 3845.0 g | 3810.6 g | 3824.0 g | 3820.9 g | 3813.2 g | 3837.6 g | |
| 2.538 | 2.538 | 2.538 | 2.538 | 2.538 | 2.538 | |
| 3897.7 g | 3871.6 g | 3882.2 g | ||||
| 2237.0 g | 2209.8 g | 2209.8 g | ||||
| 3.7 in | 3.7 in | 3.7 in | ||||
| 220 mmHg | 220 mmHg | 220 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 5 minutes | 5 minutes | 5 minutes | ||||
1608.0 cm^3 | 1602.8 cm^3 | 1614.2 cm^3 | 1614.7 cm^3 | 1593.2 cm^3 | 1606.9 cm^3 | |
2.373 | 2.361 | 2.353 | 2.347 | 2.372 | 2.365 | |
6.5 % | 7.0 % | 7.3 % | 7.5 % | 6.5 % | 6.8 % | |
104.5 cm^3 | 112.2 cm^3 | 117.8 cm^3 | 121.1 cm^3 | 103.6 cm^3 | 109.3 cm^3 | |
3889.1 g | 3863.4 g | 3880.4 g | ||||
3899.5 g | 3874.7 g | 3892.1 g | ||||
1660.7 cm^3 | 1661.8 cm^3 | 1672.4 cm^3 | ||||
81.8 cm^3 | 86.7 cm^3 | 84.3 cm^3 | ||||
78 % | 77 % | 72 % | ||||
3.3 % | 3.7 % | 3.6 % | ||||
7643 lbf | 7909 lbf | 9158 lbf | 8552 lbf | 9152 lbf | 7954 lbf | |
1 | 1 | 1 | 1 | 1 | 1 | |
2 | 2 | 2 | 2 | 2 | 2 | |
1 | 1 | 1 | 1 | 1 | 1 | |
223 psi | 231 psi | 267 psi | 249 psi | 267 psi | 232 psi | |
240 psi | 249 psi | |||||
0.96 | ||||||
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Test was verified on 11/14/2023 ✔