Summary for Test 2020-04-03-30-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212827
DEA: 07296404
EFIS: 0713000031
DIST-CO-RTE-PM07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0
Award Date01/18/2018
Closeout Date09/03/2020
Work DescriptionPLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/14/2019)

Sample Information

Sample Taken Date04/03/2020 Sample Unique Key30
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 testing04/14/2020
Sample typeAcceptance A brief description of the sampleRAP FOR WMA
The quantity of what the sample constitutes1 bag, 20 tons From where was the sample collectedSource
First name of sampler or witnessed byAaron Last name of sampler or witnessed byMarvilla
Title of samplerVulcan QC Telephone number of sampler
Laboratory sample identification9712 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley Transportation Laboratory (TL) Number944445
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceVULCAN SUN VALLEY
Aggregate Size1/2 Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-03-30
DIME Test ID: 2020-04-03-30-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-28

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 04/16/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 89 %
Cumulative percent passing the #4 sieve: 64 %
Cumulative percent passing the #8 sieve: 29 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 0.6 %
General comments (publicly viewable) (Max 1000 characters): MOISTURE CONTENT 4.8%

Test was verified on 5/28/2020