Test 2021-01-15-7-3 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 215108
DEA: 07337604
EFIS: 0717000036
DIST-CO-RTE-PM07-LA-14-R28.9/R29.2
Work DescriptionREPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING
Sample Information
Sample Taken Date1/15/2021 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing1/18/2021
Sample typeAggregate Prequalification Program A brief description of the sample1"x#4
The quantity of what the sample constitutes300 lbs From where was the sample collectedSource
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of samplerTechnician Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Construction - Big Rock 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 or name of Pit)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-01-15-7
DIME Test ID: 2021-01-15-7-3
Testing Lab: Granite Construction - Santa Paula
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-02-19
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: William Lucas
Date of test: 01/18/2021
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:84 %
Cumulative percent passing the 1/2 in. sieve:34 %
Cumulative percent passing the 3/8 in. sieve:7 %
Cumulative percent passing the #4 sieve:2 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/19/2021