Test 2016-05-16-8-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 209217
DEA: 080F5404
EFIS: 0800000136
COOP: 081468
DIST-CO-RTE-PM08-RIV-91,15-0.0/13.04, 35.64/45.14
Work DescriptionSR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas.
Location Description08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14
Sample Information
Sample Taken Date5/16/2016 Sample Unique Key8
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 testing5/18/2016
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Subbase
The quantity of what the sample constitutes1 Bag From where was the sample collectedJob Site
First name of sampler or witnessed byScott Last name of sampler or witnessed byPowell
Title of samplerQA Tech Laboratory sample identification6176B
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) NumberC 957886
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
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 collectedRadio Yard Crusher Stockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-05-16-8
DIME Test ID: 2016-05-16-8-1
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: Jose Mendez
Date of test: 05/25/2016
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:98 %
Cumulative percent passing the 1/2 in. sieve:86 %
Cumulative percent passing the 3/8 in. sieve:77 %
Cumulative percent passing the #4 sieve:58 %
Cumulative percent passing the #8 sieve:45 %
Cumulative percent passing the #16 sieve:33 %
Cumulative percent passing the #30 sieve:24 %
Cumulative percent passing the #50 sieve:17 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019