Summary for Test 2025-06-02-16-7
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 06/02/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/02/2025 |
| Sample type | Verification | A brief description of the sample | 3/4" HMA-A-SP PG58-34M R18 |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREA S | Telephone number of sampler | 7609208313 |
| Laboratory sample identification | 4610 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RHB Plant Independence | Transportation Laboratory (TL) Number | JMF-01 |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2025-06-02-16
DIME Test ID: 2025-06-02-16-7
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-06-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/04/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1978.7 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 25.7 grams | 0.0 % | 99 % | ||||
| 319.6 grams | 0.0 % | 84 % | ||||
| 508.9 grams | 0.0 % | 74 % | ||||
| 1113.9 grams | 0.0 % | 44 % | ||||
| 1429.5 grams | 0.0 % | 28 % | ||||
| 1633.5 grams | 0.0 % | 17 % | ||||
| 1760.1 grams | 0.0 % | 11 % | ||||
| 1837.2 grams | 0.0 % | 7 % | ||||
| 1877.5 grams | 0.0 % | 5 % | ||||
| 1905.3 grams | 0.0 % | 3.7 % | ||||
| 1912.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF-01 Post Plant Gradation. Sample is out of Spec on the #8 & #30 Screens. Sample Fails
Test was verified on 6/4/2025 ✔