Summary for Test 2024-07-17-59-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995055
DEA: 024H0504
EFIS: 0218000080
DIST-CO-RTE-PM02-SHA-273,299-18.5/18.7,24.1/30.3
Award Date11/16/2023
Closeout DateNot set
Work DescriptionPLACE RHMA, HMA, MINOR CONCRETE, AND REPLACE AC SURFACING.
Location DescriptionSHASTA COUNTY IN AND NEAR REDDING ON ROUTE 273 FROM 0.5 MILE NORTH OF SULPHUR CREEK BRIDGE TO 0.2 MILE SOUTH OF TWIN VIEW BOULEVARD AND ON ROUTE 299 FROM 0.2 MILE WEST OF HILLTOP DRIVE TO 0.1 MILE EAST OF HOOTENANNY LANE
QA Service Level1 (Verified on 10/09/2023)

Sample Information

Sample Taken Date07/17/2024 Sample Unique Key59
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 testing07/17/2024
Sample typeAcceptance A brief description of the sample1 bags of RAP
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byTerry Last name of sampler or witnessed byMcCormick
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79645B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) Transportation Laboratory (TL) Number876874
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
2024-07-42: HMA Aggregates (Size 1/2"): Type A HMA - Batch Plant - Sieve Analysis With RAP22024-07-17-59-3

Test Details

DIME Sample ID: 2024-07-17-59
DIME Test ID: 2024-07-17-59-3
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: 2024-07-23

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: 07/23/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1508.6 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
185.3 grams-0.1 %88 %
383.2 grams-1.0 %74 %
733.7 grams-1.0 %50 %
926.2 grams-0.9 %38 %
1095.7 grams-0.8 %27 %
1210.8 grams-1.2 %19 %
1291.2 grams-0.8 %14 %
1345.2 grams-0.7 %10 %
1380.8 grams-0.6 %7.9 %
1383.6 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2024