Summary for Test 2025-08-27-66-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 1001219
DEA: 021J8904
EFIS: 0221000006
DIST-CO-RTE-PM02-SHA-5-R30.5/R31.0
Award Date07/02/2025
Closeout DateNot set
Work DescriptionREPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionSHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date08/27/2025 Sample Unique Key66
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 testing08/27/2025
Sample typeAcceptance A brief description of the sample1 Bag 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 identificationD80020 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number866075
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, 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
2025-09-8: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22025-08-27-66-1

Test Details

DIME Sample ID: 2025-08-27-66
DIME Test ID: 2025-08-27-66-1
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: 2025-09-10

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: 09/03/2025
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1576.5 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 %
21.0 grams-1.3 %97 %
571.1 grams2.0 %66 %
937.8 grams1.3 %42 %
1116.6 grams0.0 %29 %
1224.0 grams-0.7 %22 %
1303.8 grams-2.7 %15 %
1366.5 grams-3.0 %10 %
1414.9 grams-2.9 %7.4 %
1416.4 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/10/2025