Summary for Test 2024-09-09-64-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 993119
DEA: 021J7104
EFIS: 0220000120
DIST-CO-RTE-PM02-TRI-3-29.77/L30.88
Award Date06/06/2024
Closeout Date11/27/2024
Work DescriptionTRINITY 3 PAVEMENT AND DRAINAGE
Location DescriptionTRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key64
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 testing09/09/2024
Sample typeProduction Start-Up A brief description of the sampleRAP Sample
The quantity of what the sample constitutesPSE 2 bags 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 identificationD79711B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA) Transportation Laboratory (TL) Number848627
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
2024-09-37: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-09-09-64-1

Test Details

DIME Sample ID: 2024-09-09-64
DIME Test ID: 2024-09-09-64-1
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: 2024-09-18

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: 09/17/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1510.0 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
7.9 grams0.0 %99 %
177.3 grams-0.1 %88 %
398.6 grams-1.0 %73 %
759.5 grams-1.0 %49 %
956.8 grams-0.9 %36 %
1117.2 grams-0.8 %25 %
1227.7 grams-1.2 %17 %
1304.8 grams-0.8 %13 %
1355.3 grams-0.7 %10 %
1388.6 grams-0.6 %7.4 %
1392.8 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/18/2024