Summary for Test 2020-02-14-21-3

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 Date02/14/2020 Sample Unique Key21
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 testing02/14/2020
Sample typeQuality Control A brief description of the sampleCombined RAP
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byOrtega
Title of sampler Telephone number of sampler
Laboratory sample identification438886092 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Garey Hot Plant 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 SourceGarey Hot Plant
Aggregate SizeUnknown Aggregate SourceUnknown
RAP StockpileStatic Stockpile Size (tons)Unknown
HMA Design ID JMF3512-2020-174-D2381F915

Test Details

DIME Sample ID: 2020-02-14-21
DIME Test ID: 2020-02-14-21-3
Testing Lab: CalPortland
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2020-04-03

Test Results


Does this test use 1/4 sieve?:
Input Type: Calculated
Tester's full name: Daniel Ortega
Date of test: 02/14/2020
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:99 %
Cumulative percent passing the 3/8 in. sieve:95 %
Cumulative percent passing the #4 sieve:66 %
Cumulative percent passing the #8 sieve:47 %
Cumulative percent passing the #16 sieve:36 %
Cumulative percent passing the #30 sieve:27 %
Cumulative percent passing the #50 sieve:18 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:7.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2020