Summary for Test 2023-05-19-73-2
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 | 05/19/2023 | Sample Unique Key | 73 |
---|---|---|---|
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 | 05/19/2023 |
Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined RAP (3/8-inch) |
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 | D79240B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815615 |
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, Reddimg, CA |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number |
Test Details
DIME Sample ID: 2023-05-19-73
DIME Test ID: 2023-05-19-73-2
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: 2023-06-16
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 05/23/2023
Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
---|---|---|---|---|---|---|
1581.8 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 % | ||||
13.7 grams | -1.3 % | 98 % | ||||
415.6 grams | 2.0 % | 76 % | ||||
792.1 grams | 1.3 % | 51 % | ||||
1024.6 grams | 0.0 % | 35 % | ||||
1175.5 grams | -0.7 % | 25 % | ||||
1283.6 grams | -2.7 % | 16 % | ||||
1358.3 grams | -3.0 % | 11 % | ||||
1407.6 grams | -2.9 % | 8.1 % | ||||
1409.0 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2023 ✔