Summary for Test 2025-07-14-65-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1000824
DEA: 021K0204
EFIS: 0224000043
DIST-CO-RTE-PM02-TRI-299-53.5/61.0
Award Date02/05/2025
Closeout Date11/25/2025
Work DescriptionPLACE AR CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY IN AND NEAR WEAVERVILLE AND AT AND NEAR DOUGLAS CITY FROM 0.1 MILE WEST OF INDUSTRIAL PARKWAY TO STEEL BRIDGE ROAD
QA Service Level1 (Verified on 12/04/2024)

Sample Information

Sample Taken Date07/14/2025 Sample Unique Key65
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 testing07/16/2025
Sample typeProduction Start-Up A brief description of the sample1 bag of Combined RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Last name of sampler or witnessed bySturgis
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD79958B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number858524
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3926388

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Aspahlt
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
2025-07-36: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22025-07-14-65-3

Test Details

DIME Sample ID: 2025-07-14-65
DIME Test ID: 2025-07-14-65-3
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: 2025-07-31

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: 07/22/2025
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1600.7 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
41.9 grams0.0 %97 %
199.8 grams-0.1 %87 %
400.7 grams-1.0 %74 %
773.0 grams-1.0 %51 %
1010.9 grams-0.9 %36 %
1174.9 grams-0.8 %26 %
1288.9 grams-1.2 %18 %
1370.5 grams-0.8 %14 %
1425.2 grams-0.7 %10 %
1463.6 grams-0.6 %8.0 %
1464.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/31/2025