Test 2020-06-12-13-10 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214924
DEA: 080M9004
EFIS: 0812000248
COOP: 081695
DIST-CO-RTE-PM08-RIV-111-18.0/19.0
Work DescriptionThe purpose of the project is to provide a grade separated crossing over the existing UPRR, SR-111 and Hammond Road in the Mecca Community that will provide the following benefits: provide a secondary access point to the Community of Mecca.
Location DescriptionThe project is in Riverside County from 0.47 miles east of State Route 86 to 0.45 miles west of Johnson Street.
Sample Information
Sample Taken Date6/12/2020 Sample Unique Key13
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 testing6/19/2020
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R12 0.75% LAS
The quantity of what the sample constitutes4 Bags Combined Agg. & 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Cabazon Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0356A-20
The fabricator/manufacturer/facility nameRobertson Cabazon 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)91-33-0008
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 collectedConveyor Belt
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberCHP-62D Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-06-12-13
DIME Test ID: 2020-06-12-13-10
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: 2020-06-26
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: Danilo Ferrer
Date of test: 06/25/2020
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:96 %
Cumulative percent passing the 1/2 in. sieve:76 %
Cumulative percent passing the 3/8 in. sieve:65 %
Cumulative percent passing the #4 sieve:49 %
Cumulative percent passing the #8 sieve:36 %
Cumulative percent passing the #16 sieve:27 %
Cumulative percent passing the #30 sieve:19 %
Cumulative percent passing the #50 sieve:13 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:4.5 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate/RAP Gradation w/Correlation Factors Applied

Test was verified on 06/26/2020