Summary for Test 2019-05-07-16-2
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
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DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
Award Date | 03/12/2018 |
Closeout Date | 10/05/2020 |
Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
Sample Taken Date | 05/07/2019 | Sample Unique Key | 16 |
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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 | 05/07/2019 |
Sample type | Verification | A brief description of the sample | Combined RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D77869B | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 991035 |
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 |
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Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2019-05-07-16
DIME Test ID: 2019-05-07-16-2
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: 2020-02-11
Test Results
Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 05/08/2019
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 97.3 %
Cumulative percent passing the 1/4 in. sieve: 77.6 %
Cumulative percent passing the #4 sieve: 62.4 %
Cumulative percent passing the #8 sieve: 41.6 %
Cumulative percent passing the #16 sieve: 29.9 %
Cumulative percent passing the #30 sieve: 22.6 %
Cumulative percent passing the #50 sieve: 17.1 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 10.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/11/2020 ✔