Summary for Test 2024-04-22-110-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995054
DEA: 024H0204
EFIS: 0218000069
DIST-CO-RTE-PM02-TEH-36-20.0/39.7
Award Date10/23/2023
Closeout Date07/03/2025
Work DescriptionPLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location DescriptionTEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
QA Service Level1 (Verified on 08/14/2023)

Sample Information

Sample Taken Date04/22/2024 Sample Unique Key110
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 testing04/23/2024
Sample typeProduction Start-Up A brief description of the sample2 bags of Combined RAP (1/2-inch)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwen
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD79470B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number858485
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2024-05-4: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-04-22-110-2

Test Details

DIME Sample ID: 2024-04-22-110
DIME Test ID: 2024-04-22-110-2
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: 2024-05-30

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Joe Mishoe and Josh Murphy
Date of test: 05/30/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1523.5 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
16.2 grams0.0 %99 %
90.4 grams-0.1 %94 %
226.5 grams-1.0 %84 %
604.8 grams-1.0 %59 %
887.2 grams-0.9 %41 %
1066.0 grams-0.8 %29 %
1180.3 grams-1.2 %21 %
1266.2 grams-0.8 %16 %
1328.6 grams-0.7 %12 %
1374.0 grams-0.6 %9.2 %
1380.9 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2024