Summary for Test 2022-07-11-64-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993623 DEA: 022J3704 EFIS: 0221000071 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-50.5/56.5,93.5/99.3 |
| Award Date | 04/29/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | ASPHALT RUBBER BINDER SEAL COAT, COLD PLANE AC PAVEMENT AND HMA. |
| Location Description | SHASTA COUNTY NEAR MONTGOMERY CREEK FROM 0.2 MILE WEST OF OAK POINT DRIVE TO OLD BERTAGNA PLACE AND FROM 0.1 MILE EAST OF SIERRA CENTER DRIVE TO LASSEN COUNTY LINE |
| QA Service Level | 1 (Verified on 03/18/2022) |
Sample Information
| Sample Taken Date | 07/11/2022 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 07/11/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79086B | Linked DIME Sample ID | 2022-07-11-62, 2022-07-11-63 |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 867311 |
| 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 | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| 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: 2022-07-11-64
DIME Test ID: 2022-07-11-64-3
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: 2022-07-28
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: 07/15/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1507.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 27.0 grams | 98.2 % | |||||
| 329.3 grams | 78.2 % | |||||
| 528.9 grams | 64.9 % | |||||
| 851.0 grams | 43.6 % | |||||
| 1044.1 grams | 30.8 % | |||||
| 1170.5 grams | 22.4 % | |||||
| 1263.7 grams | 16.2 % | |||||
| 1327.8 grams | 11.9 % | |||||
| 1367.5 grams | 9.3 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔