Summary for Test 2021-06-02-7-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Award Date12/08/2020
Closeout Date09/27/2021
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date06/02/2021 Sample Unique Key7
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 testing06/02/2021
Sample typeAcceptance A brief description of the sampleCombined RAP (3/8-inch)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed by.
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78819B Linked DIME Sample ID2021-06-02-6
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number858980
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
HMA Design ID

Test Details

DIME Sample ID: 2021-06-02-7
DIME Test ID: 2021-06-02-7-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-08-19

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: 1471 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 7.7 grams
Mass retained on the 1/4 in. sieve: 234.5 grams
Cumulative mass retained on the #4 sieve: 456.2 grams
Cumulative mass retained on the #8 sieve: 802 grams
Cumulative mass retained on the #16 sieve: 1010.6 grams
Cumulative mass retained on the #30 sieve: 1141.3 grams
Cumulative mass retained on the #50 sieve: 1233.8 grams
Cumulative mass retained on the #100 sieve: 1294.2 grams
Cumulative mass retained on the #200 sieve: 1330 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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:99.5 %
Cumulative percent passing the 1/4 in. sieve:84.1 %
Cumulative percent passing the #4 sieve:69 %
Cumulative percent passing the #8 sieve:45.5 %
Cumulative percent passing the #16 sieve:31.3 %
Cumulative percent passing the #30 sieve:22.4 %
Cumulative percent passing the #50 sieve:16.1 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:9.59 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/19/2021