Summary for Test 2023-05-17-84-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 |
---|---|
DIST-CO-RTE-PM | 02-SIS-97-0/0.0001 |
Award Date | 06/30/2022 |
Closeout Date | Not set |
Work Description | DORRIS TMS |
Location Description | SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD |
QA Service Level | 1 (Verified on 11/09/2020) |
Sample Information
Sample Taken Date | 05/17/2023 | Sample Unique Key | 84 |
---|---|---|---|
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 | 05/17/2023 |
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 | D79236B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815611 |
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: 2023-05-17-84
DIME Test ID: 2023-05-17-84-2
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: 2023-06-08
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 | ||||
---|---|---|---|---|---|---|
1462.6 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 % | ||||
15.7 grams | -1.3 % | 98 % | ||||
381.5 grams | 2.0 % | 76 % | ||||
718.5 grams | 1.3 % | 52 % | ||||
942.6 grams | 0.0 % | 36 % | ||||
1086.8 grams | -0.7 % | 25 % | ||||
1189.9 grams | -2.7 % | 16 % | ||||
1261.7 grams | -3.0 % | 11 % | ||||
1309.5 grams | -2.9 % | 7.6 % | ||||
1316.4 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2023 ✔