Test 2016-07-08-18-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Work DescriptionREALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location DescriptionHINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Sample Information
Sample Taken Date7/8/2016 Sample Unique Key18
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 testing7/8/2016
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutesUnknown From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerTE Laboratory sample identification6279B
The fabricator/manufacturer/facility nameRobertsons Barstow Transportation Laboratory (TL) NumberUnknown
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 collectedSta 34 50 Camino Road
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-07-08-18
DIME Test ID: 2016-07-08-18-1
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: 2019-08-22
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: Jose Mendez
Date of test: 06/13/2016
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:97 %
Cumulative percent passing the 1/2 in. sieve:75 %
Cumulative percent passing the 3/8 in. sieve:59 %
Cumulative percent passing the #4 sieve:33 %
Cumulative percent passing the #8 sieve:20 %
Cumulative percent passing the #16 sieve:13 %
Cumulative percent passing the #30 sieve:8 %
Cumulative percent passing the #50 sieve:5 %
Cumulative percent passing the #100 sieve:3 %
Cumulative percent passing the #200 sieve:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019