Summary for Test 2020-06-19-18-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 214528 DEA: 024G5404 EFIS: 0214000024 |
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DIST-CO-RTE-PM | 02-TEH-36-40.3/42.1 |
Award Date | 01/08/2020 |
Closeout Date | 09/15/2021 |
Work Description | PLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM. |
Location Description | TEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 06/19/2020 | Sample Unique Key | 18 |
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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 | 06/19/2020 |
Sample type | Verification | A brief description of the sample | Combined RAP, 1/2-inch |
The quantity of what the sample constitutes | JMF Verification Renewal | 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 | D78493B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 853464 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Tullis |
---|---|---|---|
Aggregate Size | 1/2-inch | Aggregate Source | |
RAP Stockpile | Stockpile Size (tons) | ||
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-19-18
DIME Test ID: 2020-06-19-18-2
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: 2020-07-28
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Karen Spliethof
Date of test: 06/20/2020
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 95.8 %
Cumulative percent passing the 3/8 in. sieve: 88.6 %
Cumulative percent passing the 1/4 in. sieve: 76.3 %
Cumulative percent passing the #4 sieve: 67 %
Cumulative percent passing the #8 sieve: 48.8 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 25.7 %
Cumulative percent passing the #50 sieve: 18.6 %
Cumulative percent passing the #100 sieve: 13.6 %
Cumulative percent passing the #200 sieve: 10.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2020 ✔