Summary for Test 2021-06-02-7-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
---|---|
DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
Award Date | 12/08/2020 |
Closeout Date | 09/27/2021 |
Work Description | PLACE HMA (TYPE A). |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
Sample Taken Date | 06/02/2021 | Sample Unique Key | 7 |
---|---|---|---|
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 | 06/02/2021 |
Sample type | Acceptance | A brief description of the sample | 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 | Randy | Last name of sampler or witnessed by | . |
Title of sampler | CGI | Telephone number of sampler | |
Laboratory sample identification | D78819B | Linked DIME Sample ID | 2021-06-02-6 |
The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 858980 |
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, Redding, CA |
---|---|---|---|
Aggregate Size | 3/8-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-02-7
DIME Test ID: 2021-06-02-7-2
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: 2021-08-19
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/04/2021
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
1471 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
7.7 grams | 99.5 % | |||||
234.5 grams | 84.1 % | |||||
456.2 grams | 69 % | |||||
802.0 grams | 45.5 % | |||||
1010.6 grams | 31.3 % | |||||
1141.3 grams | 22.4 % | |||||
1233.8 grams | 16.1 % | |||||
1294.2 grams | 12 % | |||||
1330.0 grams | 9.6 % |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2021 ✔