Summary for Test 2026-08-24-72-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1002597
DEA: 021K0404
EFIS: 0224000045
DIST-CO-RTE-PM02-SHA-273-7/11
Award Date06/17/2026
Closeout DateNot set
Work DescriptionHappy Valley BWC
Location DescriptionNot set
QA Service Level1 (Verified on 08/31/2026)

Sample Information

Sample Taken Date08/24/2026 Sample Unique Key72
Date that the sample was received by the laboratory/organization performing the testing08/25/2026 Sample typeProduction Start-Up
A brief description of the sample2 Bags RAP The quantity of what the sample constitutesProduction Start Up Evaluation
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 identificationD80374B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF SHEA CLEAR CREEK
Transportation Laboratory (TL) Number875942 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceJF Shea
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
2026-09-13: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22026-08-24-72-3

Test Details

DIME Sample ID: 2026-08-24-72
DIME Test ID: 2026-08-24-72-3
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: 2026-09-14

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 Murphy
Date of test: 09/08/2026
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1558.5 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
6.9 grams0.0 %100 %
346.1 grams-0.6 %77 %
637.9 grams-0.9 %58 %
876.3 grams-0.8 %43 %
1060.2 grams-0.6 %31 %
1199.8 grams-0.5 %23 %
1297.9 grams-0.9 %16 %
1359.6 grams-0.9 %11.9 %
1363.2 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/14/2026 ✔