Summary for Test 2024-06-10-95-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995031
DEA: 023H82U4
EFIS: 0223000011
DIST-CO-RTE-PM02-LAS-44-0.0/37.2
Award Date10/24/2023
Closeout Date07/03/2025
Work DescriptionREPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE.
Location DescriptionLASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36
QA Service Level1 (Verified on 08/10/2023)

Sample Information

Sample Taken Date06/10/2024 Sample Unique Key95
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 testing06/10/2024
Sample typeProduction Start-Up A brief description of the sample2 bags 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 byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79571B Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek - Ward Lake Transportation Laboratory (TL) Number692889
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
2024-06-68: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-06-10-95-2

Test Details

DIME Sample ID: 2024-06-10-95
DIME Test ID: 2024-06-10-95-2
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: 2024-06-27

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: 06/27/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1403.4 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 %
13.2 grams-0.2 %99 %
298.5 grams1.3 %80 %
581.2 grams2.8 %61 %
787.0 grams3.2 %47 %
936.6 grams2.3 %36 %
1062.5 grams1.3 %26 %
1167.9 grams0.8 %18 %
1245.8 grams0.4 %11.6 %
1258.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2024