Summary for Test 2024-06-10-95-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags of Combined RAP | The quantity of what the sample constitutes | Production Start-Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79571B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | |
| Transportation Laboratory (TL) Number | 692889 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Hat Creek Construction and Materials, Ward Lake Facility, Litchfield, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-06-68: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-06-10-95-2 |
Test Details
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DIME Sample ID: 2024-06-10-95
DIME Test ID: 2024-06-10-95-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-06-27
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/27/2024
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1403.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 13.2 grams | -0.2 % | 99 % | ||||
| 298.5 grams | 1.3 % | 80 % | ||||
| 581.2 grams | 2.8 % | 61 % | ||||
| 787.0 grams | 3.2 % | 47 % | ||||
| 936.6 grams | 2.3 % | 36 % | ||||
| 1062.5 grams | 1.3 % | 26 % | ||||
| 1167.9 grams | 0.8 % | 18 % | ||||
| 1245.8 grams | 0.4 % | 11.6 % | ||||
| 1258.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/27/2024 ✔