Test 2019-06-15-4-7 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212888
DEA: 07202124
EFIS: 0700020870
DIST-CO-RTE-PM07-LA-710-20.9/24.6
Work DescriptionPAVEMENT REHABILITATION AND BRIDGE WIDENING
Location DescriptionLOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
Sample Information
Sample Taken Date6/15/2019 Sample Unique Key4
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 testing6/17/2019
Sample typePer Request A brief description of the sampleClass 3 Agg Base
The quantity of what the sample constitutes4 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnbknown
Title of sampler Laboratory sample identification8613
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC904628
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)Unknown
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 collectedSR-710
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-06-15-4
DIME Test ID: 2019-06-15-4-7
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: 2019-07-03
Test Results

What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Kiet Phan
Date of test: 06/24/2019
Cumulative percent passing the 3/8 in. sieve:70 %
Cumulative percent passing the #4 sieve:53 %
Cumulative percent passing the #8 sieve:42 %
Cumulative percent passing the #16 sieve:33 %
Cumulative percent passing the #30 sieve:26 %
Cumulative percent passing the #50 sieve:22 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:8.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019