Summary for Test 2025-09-03-58-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1000698
DEA: 024H0704
EFIS: 0218000074
DIST-CO-RTE-PM02-LAS-139-0.74/11.0
Award Date01/29/2025
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC.
Location DescriptionLASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date09/03/2025 Sample Unique Key58
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 testing09/04/2025
Sample typeProduction Start-Up A brief description of the sample2 bags of RAP
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD80032b Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number876952
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Ward Lake Facility, Litchfield, 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
2025-09-14: HMA Aggregates (Size 3/4"): Type A HMA - Sieve Analysis With RAP22025-09-03-58-1

Test Details

DIME Sample ID: 2025-09-03-58
DIME Test ID: 2025-09-03-58-1
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: 2025-09-16

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/16/2025
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1389.7 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 %
47.3 grams-0.2 %96 %
424.3 grams0.3 %70 %
699.3 grams-0.1 %50 %
874.4 grams-0.5 %37 %
1000.4 grams-0.6 %27 %
1104.6 grams0.1 %21 %
1181.0 grams-0.1 %15 %
1234.4 grams-0.1 %11.1 %
1235.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/16/2025