Summary for Test 2026-06-12-17-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001669 DEA: 09379004 EFIS: 0919000004 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R65.0/76.0 |
| Award Date | 12/24/2025 |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS. |
| Location Description | INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE |
| QA Service Level | 1 (Verified on 10/13/2025) |
Sample Information
| Sample Taken Date | 06/12/2026 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 06/12/2026 |
| Sample type | Acceptance | A brief description of the sample | 1500 - 2250 tons for today |
| The quantity of what the sample constitutes | 8 boxes of 3/4" Type A HMA with RAP | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Puente |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | HMA - 7 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Grinding Rock - Independence | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3953633 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 5 | HMA Mix Number | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-06-12-17
DIME Test ID: 2026-06-12-17-3
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: 2026-06-22
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: 06/22/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2010.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 36.5 grams | -1.0 % | 97 % | ||||
| 242.6 grams | -0.2 % | 88 % | ||||
| 466.8 grams | -0.3 % | 76 % | ||||
| 1021.1 grams | -1.1 % | 48 % | ||||
| 1303.3 grams | -1.2 % | 34 % | ||||
| 1492.4 grams | -0.9 % | 25 % | ||||
| 1641.7 grams | -0.7 % | 18 % | ||||
| 1773.2 grams | -0.5 % | 11 % | ||||
| 1864.0 grams | -0.2 % | 7 % | ||||
| 1914.3 grams | -0.1 % | 4.7 % | ||||
| 1928.7 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): HMA-7 PP Gradation
Test was verified on 6/22/2026 ✔