Summary for Test 2021-06-03-18-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date06/03/2021 Sample Unique Key18
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 testing06/03/2021
Sample typeAcceptance A brief description of the sampleCombined RAP (1/2-inch)
The quantity of what the sample constitutesPSE at 395 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78823 Linked DIME Sample ID2021-06-03-17
The fabricator/manufacturer/facility nameTullis Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number779366
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt
Aggregate Size1/2-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)
HMA Design ID

Test Details

DIME Sample ID: 2021-06-03-18
DIME Test ID: 2021-06-03-18-2
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: 2021-08-27

Test Results


Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/04/2021
Total mass of material in the sample: 1626.3 grams
Mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 32.1 grams
Cumulative mass retained on the 1/2 in. sieve: 181.1 grams
Cumulative mass retained on the 3/8 in. sieve: 357.7 grams
Mass retained on the 1/4 in. sieve: 619.2 grams
Cumulative mass retained on the #4 sieve: 742.3 grams
Cumulative mass retained on the #8 sieve: 982.4 grams
Cumulative mass retained on the #16 sieve: 1158.7 grams
Cumulative mass retained on the #30 sieve: 1282 grams
Cumulative mass retained on the #50 sieve: 1378.1 grams
Cumulative mass retained on the #100 sieve: 1446.3 grams
Cumulative mass retained on the #200 sieve: 1491.3 grams
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:98 %
Cumulative percent passing the 1/2 in. sieve:88.9 %
Cumulative percent passing the 3/8 in. sieve:78 %
Cumulative percent passing the 1/4 in. sieve:61.9 %
Cumulative percent passing the #4 sieve:54.4 %
Cumulative percent passing the #8 sieve:39.6 %
Cumulative percent passing the #16 sieve:28.8 %
Cumulative percent passing the #30 sieve:21.2 %
Cumulative percent passing the #50 sieve:15.3 %
Cumulative percent passing the #100 sieve:11.1 %
Cumulative percent passing the #200 sieve:8.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/27/2021