Summary for Test 2018-04-09-15-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 212886
DEA: 023H1204
DIST-CO-RTE-PM02-TEH-5-R0.0/R22.4
Award Date01/03/2018
Closeout Date02/06/2019
Work DescriptionCOLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location DescriptionTEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date04/09/2018 Sample Unique Key15
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 testing04/10/2018
Sample typeVerification A brief description of the sampleCombined RAP
The quantity of what the sample constitutesJMF Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byMichael Last name of sampler or witnessed byAllegretto
Title of samplerTech Telephone number of samplerUnknown
Laboratory sample identificationD77319B Linked DIME Sample ID2018-04-09-11
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number852096
Inspector Lot Number from the Transportation Laboratory (TL) Form1-5 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt
Aggregate SizeCombined 1/2-inch Aggregate SourceUnknown
RAP StockpileStatic Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set HMA PayNo

Test Details

DIME Sample ID: 2018-04-09-15
DIME Test ID: 2018-04-09-15-2
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: 2018-07-12

Test Results


Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 07/11/2018
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: 93.9 %
Cumulative percent passing the 3/8 in. sieve: 81.9 %
Cumulative percent passing the 1/4 in. sieve: 64.9 %
Cumulative percent passing the #4 sieve: 56.1 %
Cumulative percent passing the #8 sieve: 40.5 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 23.1 %
Cumulative percent passing the #50 sieve: 16.9 %
Cumulative percent passing the #100 sieve: 12.1 %
Cumulative percent passing the #200 sieve: 9.02 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/12/2018