Summary for Test 2020-09-27-2-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout Date07/31/2023
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date09/27/2020 Sample Unique Key2
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 testing09/30/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A R10 LAS 0.5%
The quantity of what the sample constitutes10 Bags Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of sampler Telephone number of sampler
Laboratory sample identification0562-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A The fabricator/manufacturer designation for the sample
The plant number220805 SVA VLO A detailed description of where the material sample was collectedBelt Cut From Vulcan Sun Valley
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-27-2
DIME Test ID: 2020-09-27-2-2
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: 2020-10-12

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: Sebastian Ferrer
Date of test: 10/02/2020
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 89 %
Cumulative percent passing the #8 sieve: 70 %
Cumulative percent passing the #16 sieve: 53 %
Cumulative percent passing the #30 sieve: 39 %
Cumulative percent passing the #50 sieve: 27 %
Cumulative percent passing the #100 sieve: 18 %
Cumulative percent passing the #200 sieve: 12 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 10/12/2020