Test 2019-07-26-15-6 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212603
DEA: 07304604
EFIS: 0714000073
DIST-CO-RTE-PM07-LA-105-R0.5/R18.0
Work DescriptionUPGRADE EXISTING TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS.
Location DescriptionLOS ANGELES COUNTY FROM ROUTE 1/105 SEPARATION IN EL SEGUNDO TO HOXIE AVENUE UNDERCROSSING IN NORWALK
Sample Information
Sample Taken Date7/26/2019 Sample Unique Key15
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 testing8/7/2019
Sample typeAnnual Source Testing A brief description of the sample3/8" PCC Aggregate
The quantity of what the sample constitutes7 Bags From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byHindman
Title of samplerQuality Control Laboratory sample identification8671
The fabricator/manufacturer/facility nameRobertsons - Cabazon Transportation Laboratory (TL) NumberC-19-000013
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0008::CABAZON QUARRY
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile at plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-07-26-15
DIME Test ID: 2019-07-26-15-6
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-09-05
Test Results

What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Sebastian Ferrer
Date of test: 08/22/2019
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:95 %
Cumulative percent passing the #4 sieve:8 %
Cumulative percent passing the #8 sieve:3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/05/2019