Summary for Test 2020-08-19-24-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214756
DEA: 050N7AU4
EFIS: 0520000030
DIST-CO-RTE-PM05-SB-101-1.4/4.8
Award DateNot set
Closeout Date09/27/2022
Work DescriptionSegment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location DescriptionCARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
QA Service Level1 (Verified on 03/09/2020)

Sample Information

Sample Taken Date08/19/2020 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing08/21/2020 Sample typeVerification
A brief description of the sampleBag of Fine RAP The quantity of what the sample constitutesOne JMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byD
Last name of sampler or witnessed byLaChaine Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Santa Paula
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceGranite Santa Paula
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-19-24
DIME Test ID: 2020-08-19-24-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-09-01

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 08/26/2020
Cumulative Percent Passing
100 %
100 %
100 %
100 %
100 %
99.2 %
78.7 %
61.2 %
48.3 %
36.4 %
24.8 %
15.7 %
10.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2020 ✔