Summary for Test 2020-04-02-17-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214520
DEA: 051H9804
EFIS: 0517000043
DIST-CO-RTE-PM05-SB-101-78.4/79.0
Award Date01/08/2020
Closeout Date09/25/2020
Work DescriptionROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date04/02/2020 Sample Unique Key17
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 testing04/03/2020
Sample typeVerification A brief description of the sampleOne Bag RAP
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byZamora
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Garey Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceCalPortland Garey
Aggregate SizeUnknown Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-02-17
DIME Test ID: 2020-04-02-17-2
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: 2020-04-20

Test Results


Does this test use 1/4 sieve?:
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/15/2020
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 89.7 %
Cumulative percent passing the #4 sieve: 64.8 %
Cumulative percent passing the #8 sieve: 50.1 %
Cumulative percent passing the #16 sieve: 35 %
Cumulative percent passing the #30 sieve: 28.7 %
Cumulative percent passing the #50 sieve: 20.6 %
Cumulative percent passing the #100 sieve: 13.6 %
Cumulative percent passing the #200 sieve: 7.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/20/2020