Summary for Test 2024-07-22-81-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 995221
DEA: 024H0004
EFIS: 0218000067
DIST-CO-RTE-PM02-SIS-97,161-45.0/54.1,0.0/0.8
Award Date02/23/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK.
Location DescriptionSISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date07/22/2024 Sample Unique Key81
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 testing07/23/2024
Sample typeProduction Start-Up A brief description of the sample2 Bags RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDalton Last name of sampler or witnessed byEsget
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD79656B Linked DIME Sample ID
The fabricator/manufacturer/facility nameRocky Mnt Const. Transportation Laboratory (TL) Number891202
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceRocky Mnt const.
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
2024-09-27: HMA Aggregates (Size 1/2"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP22024-07-22-81-1

Test Details

DIME Sample ID: 2024-07-22-81
DIME Test ID: 2024-07-22-81-1
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: 2024-09-17

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: 09/17/2024
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1720.2 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
6.4 grams0.3 %100 %
135.0 grams1.8 %94 %
553.3 grams-0.5 %67 %
904.7 grams-0.9 %47 %
1135.3 grams-0.8 %33 %
1283.6 grams-0.4 %25 %
1385.6 grams-0.3 %19 %
1460.0 grams0.0 %15 %
1517.3 grams0.2 %12.0 %
1518.9 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2024