Summary for Test 2021-04-12-67-3
Test performed: AASHTO T30-19Project Information
Project Identifiers | Project ID: 215033 DEA: 033H6504 EFIS: 0318000027 |
---|---|
DIST-CO-RTE-PM | 03-NEV-49-8.3/8.7 |
Award Date | 08/07/2020 |
Closeout Date | 09/23/2021 |
Work Description | CONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS. |
Location Description | NEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE |
QA Service Level | 1 (Verified on 06/22/2020) |
Sample Information
Sample Taken Date | 04/12/2021 | Sample Unique Key | 67 |
---|---|---|---|
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 | 04/13/2021 |
Sample type | Verification | A brief description of the sample | RAP 5/8" Minus |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | KRC Personnel (SAMPLER) | Last name of sampler or witnessed by | Thao Xiong (WITNESS) |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | JMF21-022 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Knife River Construction - Hallwood | Transportation Laboratory (TL) Number | C779131 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Reclaimed Asphalt Pavement | RAP Source | KRC Hallwood, RAP Bin 1 |
---|---|---|---|
Aggregate Size | Aggregate Source | Knife River Construction - Hallwood | |
RAP Stockpile | Stockpile Size (tons) | Unknown | |
Reclaimed Asphalt Pavement Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2021-04-12-67
DIME Test ID: 2021-04-12-67-3
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: 2021-06-23
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: 04/14/2021
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: 93 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 55 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 17 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 8.4 %
General comments (publicly viewable) (Max 1000 characters): JMF21-022.
Test was verified on 6/23/2021 ✔