Test 2021-10-20-35-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Sample Information
Sample Taken Date10/20/2021 Sample Unique Key35
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 testing10/21/2021
Sample typeQuality Control A brief description of the sampleEagle Mountain Aggregate Base Type 2
The quantity of what the sample constitutes500 cubic yards From where was the sample collectedJob Site
First name of sampler or witnessed bySony Last name of sampler or witnessed byPheng
Title of samplerQC Tester Laboratory sample identification20211021-01
The fabricator/manufacturer/facility nameEagle Mountain Mine 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)Eagle Mountain
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 collectedWindrow in the field.
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: 2021-10-20-35
DIME Test ID: 2021-10-20-35-1
Testing Lab: Fisher Sand & Gravel
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-10-28
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Calculated
Tester's full name: Sony Pheng
Date of test: 10/21/2021
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:95 %
Cumulative percent passing the 1/2 in. sieve:87 %
Cumulative percent passing the 3/8 in. sieve:77 %
Cumulative percent passing the #4 sieve:57 %
Cumulative percent passing the #8 sieve:39 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/28/2021