Summary for Test 2021-03-19-25-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215405 DEA: 032G1604 EFIS: 0320000235 |
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DIST-CO-RTE-PM | 03-YOL-45-0.6/12.9 |
Award Date | 02/16/2021 |
Closeout Date | 06/30/2021 |
Work Description | COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT. |
Location Description | YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD |
QA Service Level | 1 (Verified on 01/18/2021) |
Sample Information
Sample Taken Date | 03/19/2021 | Sample Unique Key | 25 |
---|---|---|---|
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 | 03/19/2021 |
Sample type | Verification | A brief description of the sample | RAP (minus 3/4") |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Teichert Personnel (SAMPLER) | Last name of sampler or witnessed by | Sam Mosallem (WITNESS) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF21-015 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert - Woodland Plant | Transportation Laboratory (TL) Number | C849138 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | Teichert Woodland Plant, RAP Bin 1 |
---|---|---|---|
Aggregate Size | Aggregate Source | ||
RAP Stockpile | Static | Stockpile Size (tons) | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-19-25
DIME Test ID: 2021-03-19-25-3
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-05-25
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Mario Munoz
Date of test: 03/29/2021
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 37 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 8.6 %
General comments (publicly viewable) (Max 1000 characters): JMF21-015.
Test was verified on 5/25/2021 ✔