Summary for Test 2024-07-31-76-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1000090
DEA: 024J9204
EFIS: 0223000087
DIST-CO-RTE-PM02-TRI-299-61.0/64.0,70.0/72.2
Award Date04/16/2024
Closeout Date11/27/2024
Work DescriptionASPHALT RUBBER CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM STEEL BRIDGE ROAD TO 1.5 MILES WEST OF GRASS VALLEY CREEK BRIDGE NO 05-0013 AND FROM 2.6 MILES EAST OF TRINITY DAM BOULEVARD TO THE SHASTA COUNTY LINE
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date07/31/2024 Sample Unique Key76
Date that the sample was received by the laboratory/organization performing the testing07/31/2024 Sample typeProduction Start-Up
A brief description of the sample1/2-inch Cold feed The quantity of what the sample constitutes1 Bag Coldfeed
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79676B-1
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA)
Transportation Laboratory (TL) Number858505 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt, Redding, CA
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2024-08-15: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-07-31-76-1

Test Details

DIME Sample ID: 2024-07-31-76
DIME Test ID: 2024-07-31-76-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-08-20

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 08/20/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1639.6 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
9.0 grams0.0 %99 %
220.7 grams-0.1 %86 %
465.4 grams-1.0 %71 %
801.3 grams-1.0 %50 %
1016.0 grams-0.9 %37 %
1188.5 grams-0.8 %27 %
1312.8 grams-1.2 %19 %
1402.1 grams-0.8 %14 %
1461.3 grams-0.7 %10 %
1499.2 grams-0.6 %8.0 %
1501.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2024 ✔