Summary for Test 2013-09-27-4929-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Award Date08/23/2012
Closeout Date07/02/2021
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 11/07/2012)

Sample Information

Sample Taken Date09/27/2013 Sample Unique Key4929
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 testing09/27/2013
Sample typeAcceptance A brief description of the samplePervious Material
The quantity of what the sample constitutes3 Bags From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Unknown
The fabricator's/manufacturer's product name for the sample3/8 Pervious Backfill Material The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2013-09-27-4929
DIME Test ID: 2013-09-27-4929-1
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: 2015-02-19

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: Robert Jarquin
Date of test: 09/30/2013
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: 97 %
Cumulative percent passing the #4 sieve: 29 %
Cumulative percent passing the #8 sieve: 4 %
Cumulative percent passing the #16 sieve: 3 %
Cumulative percent passing the #30 sieve: 3 %
Cumulative percent passing the #50 sieve: 3 %
Cumulative percent passing the #100 sieve: 2 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/19/2015