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
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
Bid ItemNot set

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
100 %
100 %
100 %
100 %
100 %
97.3 %
77.6 %
62.4 %
41.6 %
29.9 %
22.6 %
17.1 %
13 %
10.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2020 ✔