Summary for Test 2023-09-18-48-2

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 Date09/18/2023 Sample Unique Key48
Date that the sample was received by the laboratory/organization performing the testing09/18/2023 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 byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79349B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis - Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number824478 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
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-09-18-48
DIME Test ID: 2023-09-18-48-2
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: 2023-09-29

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/21/2023
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1928.1 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
207.0 grams0.2 %89 %
490.0 grams-1.0 %74 %
910.2 grams-0.4 %52 %
1197.5 grams-0.4 %37 %
1390.6 grams-0.5 %27 %
1524.8 grams-0.8 %20 %
1626.6 grams-0.7 %15 %
1701.8 grams-0.8 %11 %
1752.4 grams-0.6 %8.5 %
1753.3 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/29/2023 ✔