Test 2019-04-25-21-6 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213690
DEA: 07312804
EFIS: 0715000069
DIST-CO-RTE-PM07-LA-14-R35.0/R53.5
Work DescriptionCONSTRUCT STORM WATER TREATMENT BMP AND DRAINAGE SYSTEM
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE SOUTH OF SOLEDAD CANYON ROAD UNDERCROSSING TO 0.3 MILE SOUTH OF MOUNTAIN SPRINGS ROAD OVERCROSSING
Sample Information
Sample Taken Date4/25/2019 Sample Unique Key21
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 testing4/25/2019
Sample typeAnnual Source Testing A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byReno
Title of samplerPlant QC Laboratory sample identification8579
The fabricator/manufacturer/facility nameHolliday Rock-Palmdale Transportation Laboratory (TL) NumberC-8579
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)91-19-0001
The fabricator's/manufacturer's product name for the sampleHolliday Rock-Palmdale The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-04-25-21
DIME Test ID: 2019-04-25-21-6
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: 2019-06-10
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Danny Ferrer
Date of test: 05/03/2019
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:97 %
Cumulative percent passing the #8 sieve:80 %
Cumulative percent passing the #16 sieve:60 %
Cumulative percent passing the #30 sieve:40 %
Cumulative percent passing the #50 sieve:19 %
Cumulative percent passing the #100 sieve:7 %
Cumulative percent passing the #200 sieve:4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/03/2019