Summary for Test 2024-07-08-69-3

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date07/08/2024 Sample Unique Key69
Date that the sample was received by the laboratory/organization performing the testing07/08/2024 Sample typeAcceptance
A brief description of the sample 2 bags RAP The quantity of what the sample constitutes750k
From where was the sample collectedManufacturer First name of sampler or witnessed byRiley
Last name of sampler or witnessed byMelvin Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79632B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA)
Transportation Laboratory (TL) Number972011 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate 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
2024-07-22: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-07-08-69-3
2024-07-23: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-07-08-69-3

Test Details

DIME Sample ID: 2024-07-08-69
DIME Test ID: 2024-07-08-69-3
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: 2024-07-17

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: 07/16/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1672.9 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
37.6 grams0.2 %98 %
232.5 grams0.2 %86 %
437.0 grams-1.0 %73 %
774.0 grams-0.4 %53 %
998.7 grams-0.4 %40 %
1195.6 grams-0.5 %28 %
1333.1 grams-0.8 %20 %
1424.8 grams-0.7 %14 %
1486.1 grams-0.8 %10 %
1525.7 grams-0.6 %8.2 %
1526.4 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2024 ✔