Summary for Test 2022-09-02-58-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
---|---|
DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
Award Date | 06/09/2023 |
Closeout Date | Not set |
Work Description | Roadway Rehabilitation |
Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 09/02/2022 | Sample Unique Key | 58 |
---|---|---|---|
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 | 09/02/2022 |
Sample type | Department Acceptance | 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 | Evangelista |
Title of sampler | ARE | Telephone number of sampler | |
Laboratory sample identification | D79150B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 891188 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-02-58
DIME Test ID: 2022-09-02-58-2
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: 2022-09-16
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: 09/09/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1471.9 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
9.2 grams | 99.4 % | |||||
179.2 grams | 87.8 % | |||||
340.7 grams | 76.9 % | |||||
651.0 grams | 55.8 % | |||||
878.8 grams | 40.3 % | |||||
1044.3 grams | 29.1 % | |||||
1165.7 grams | 20.8 % | |||||
1248.2 grams | 15.2 % | |||||
1302.4 grams | 11.5 % |
General comments (publicly viewable) (Max 1000 characters): Uncorrected
Test was verified on 9/16/2022 ✔