Summary for Test 2025-07-29-72-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995524
DEA: 021H3604
EFIS: 0216000040
DIST-CO-RTE-PM02-SIS-96-76.8/78.0
Award Date03/22/2024
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
QA Service Level1 (Verified on 12/27/2023)

Sample Information

Sample Taken Date07/29/2025 Sample Unique Key72
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 testing07/29/2025
Sample typeProduction Start-Up A brief description of the sample2 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 byGiuliano Last name of sampler or witnessed byGiuntoli
Title of samplerJET Telephone number of sampler
Laboratory sample identificationD79979B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) Transportation Laboratory (TL) Number823569
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 Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
2025-08-7: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22025-07-29-72-1

Test Details

DIME Sample ID: 2025-07-29-72
DIME Test ID: 2025-07-29-72-1
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: 2025-08-07

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 08/01/2025
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1980.1 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
222.7 grams0.1 %89 %
545.8 grams-1.0 %71 %
992.6 grams-1.0 %49 %
1259.0 grams-0.9 %36 %
1458.3 grams-0.8 %26 %
1604.5 grams-1.2 %18 %
1708.5 grams-0.8 %13 %
1777.1 grams-0.7 %10 %
1825.7 grams-0.6 %7.2 %
1830.8 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/7/2025