Test 2019-09-17-27-5 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
Sample Information
Sample Taken Date9/17/2019 Sample Unique Key27
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 testing9/19/2019
Sample typePer Request A brief description of the sampleNative Soil
The quantity of what the sample constitutes 2 bags From where was the sample collectedJob Site
First name of sampler or witnessed bySonny Last name of sampler or witnessed byNogoy
Title of samplerTE Laboratory sample identification87178
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC664539
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedEB Rte 60 Right Shoulder Montebello Ave
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2019-09-17-27
DIME Test ID: 2019-09-17-27-5
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: 2019-10-15
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: Kiet Phan
Date of test: 09/20/2019
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:99 %
Cumulative percent passing the 3/4 in. sieve:96 %
Cumulative percent passing the 1/2 in. sieve:86 %
Cumulative percent passing the 3/8 in. sieve:82 %
Cumulative percent passing the #4 sieve:73 %
Cumulative percent passing the #8 sieve:66 %
Cumulative percent passing the #16 sieve:60 %
Cumulative percent passing the #30 sieve:53 %
Cumulative percent passing the #50 sieve:45 %
Cumulative percent passing the #100 sieve:37 %
Cumulative percent passing the #200 sieve:29 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019