Summary for Test 2019-05-07-16-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 212562
DEA: 024G5504
EFIS: 0214000036
DIST-CO-RTE-PM02-SIS-5-2.7/R11.4
Award Date03/12/2018
Closeout Date10/05/2020
Work DescriptionRECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location DescriptionSISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
QA Service Level1 (Verified on 04/04/2018)

Sample Information

Sample Taken Date05/07/2019 Sample Unique Key16
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 testing05/07/2019
Sample typeVerification A brief description of the sampleCombined RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byCarmichael
Title of sampler Telephone number of sampler
Laboratory sample identificationD77869B Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number991035
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 SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-07-16
DIME Test ID: 2019-05-07-16-2
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: 2020-02-11

Test Results


Does this test use 1/4 sieve?: Yes
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 05/08/2019
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: 97.3 %
Cumulative percent passing the 1/4 in. sieve: 77.6 %
Cumulative percent passing the #4 sieve: 62.4 %
Cumulative percent passing the #8 sieve: 41.6 %
Cumulative percent passing the #16 sieve: 29.9 %
Cumulative percent passing the #30 sieve: 22.6 %
Cumulative percent passing the #50 sieve: 17.1 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 10.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2020