Summary for Test 2022-09-09-52-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
| Award Date | 03/07/2022 |
| Closeout Date | 05/24/2023 |
| Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
| Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
| QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
| Sample Taken Date | 09/09/2022 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 09/09/2022 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Fine 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79156B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA) | Transportation Laboratory (TL) Number | 841606 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Shaw Pit Facility |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-09-52
DIME Test ID: 2022-09-09-52-1
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: 2022-09-27
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 09/13/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1449.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 19.1 grams | 98.7 % | |||||
| 244.7 grams | 83.1 % | |||||
| 407.2 grams | 71.9 % | |||||
| 718.8 grams | 50.4 % | |||||
| 918.5 grams | 36.6 % | |||||
| 1049.2 grams | 27.6 % | |||||
| 1146.6 grams | 20.9 % | |||||
| 1221.8 grams | 15.7 % | |||||
| 1282.1 grams | 11.5 % | |||||
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 9/27/2022 ✔