Test 2019-07-13-1-4 (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 Date7/13/2019 Sample Unique Key1
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 testing7/17/2019
Sample typePer Request A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byPeter Last name of sampler or witnessed byLee
Title of samplerRE Laboratory sample identification8649
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC904629
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 collectedFrom roadway, Sta 20.9-24.6
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: 2019-07-13-1
DIME Test ID: 2019-07-13-1-4
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: 2019-08-22
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: Larry Diaz
Date of test: 07/23/2019
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:97 %
Cumulative percent passing the 1/2 in. sieve:82 %
Cumulative percent passing the 3/8 in. sieve:74 %
Cumulative percent passing the #4 sieve:57 %
Cumulative percent passing the #8 sieve:46 %
Cumulative percent passing the #16 sieve:36 %
Cumulative percent passing the #30 sieve:27 %
Cumulative percent passing the #50 sieve:19 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019