Summary for Test 2021-04-12-67-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215033
DEA: 033H6504
EFIS: 0318000027
DIST-CO-RTE-PM03-NEV-49-8.3/8.7
Award Date08/07/2020
Closeout Date09/23/2021
Work DescriptionCONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location DescriptionNEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
QA Service Level1 (Verified on 06/22/2020)

Sample Information

Sample Taken Date04/12/2021 Sample Unique Key67
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 testing04/13/2021
Sample typeVerification A brief description of the sampleRAP 5/8" Minus
The quantity of what the sample constitutes2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byKRC Personnel (SAMPLER) Last name of sampler or witnessed byThao Xiong (WITNESS)
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationJMF21-022 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Hallwood Transportation Laboratory (TL) NumberC779131
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceKRC Hallwood, RAP Bin 1
Aggregate Size Aggregate SourceKnife River Construction - Hallwood
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime 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