Summary for Test 2018-05-31-19-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 212784
DEA: 023H1504
EFIS: 0217000064
DIST-CO-RTE-PM02-LAS-299-0.0/4.7
Award Date11/30/2017
Closeout Date01/08/2019
Work DescriptionAC OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND GUARDRAIL.
Location DescriptionLASSEN COUNTY NEAR MCARTHUR FROM SHASTA COUNTY LINE TO 4.0 MILES WEST OF MUCK VALLEY HYDRO ROAD.
QA Service Level1 (Verified on 05/03/2018)

Sample Information

Sample Taken Date05/31/2018 Sample Unique Key19
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 testing05/31/2018
Sample typeVerification A brief description of the sampleCombined RAP, 3/8-inch Minus
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationD77434 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number736683
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-03-M1 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set HMA PayNo

Test Details

DIME Sample ID: 2018-05-31-19
DIME Test ID: 2018-05-31-19-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-01-04

Test Results


Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 06/04/2018
Cumulative percent passing the 2 in. sieve: no data
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: 97.6 %
Cumulative percent passing the 1/4 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 67.7 %
Cumulative percent passing the #8 sieve: 45.7 %
Cumulative percent passing the #16 sieve: 31.8 %
Cumulative percent passing the #30 sieve: 23.4 %
Cumulative percent passing the #50 sieve: 17.3 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 10.28 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/4/2019