Test 2019-03-11-15-5 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213647
DEA: 080N9724
EFIS: 0815000102
DIST-CO-RTE-PM08-SBD-395-35.5/39.1
Work DescriptionCONSTRUCT MEDIAN AND WIDENING SHOULDER
Location DescriptionSAN BERNARDINO COUNTY NEAR ADELANTO FROM 1.3 MILES SOUTH TO 2.3 MILES NORTH OF KRAMER ROAD
Sample Information
Sample Taken Date3/11/2019 Sample Unique Key15
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 testing3/11/2019
Sample typeAnnual Source Testing A brief description of the sample1.0" PCC Aggregate
The quantity of what the sample constitutes10 Bags From where was the sample collectedSource
First name of sampler or witnessed byStefen Last name of sampler or witnessed byReder
Title of sampler Laboratory sample identification8517
The fabricator/manufacturer/facility nameAgcon- Oro Grande Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-36-0046::AGCON, INC.
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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-03-11-15
DIME Test ID: 2019-03-11-15-5
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: 2019-05-08
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Sebastian Ferrer
Date of test: 05/15/2019
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:84 %
Cumulative percent passing the 1/2 in. sieve:44 %
Cumulative percent passing the 3/8 in. sieve:11 %
Cumulative percent passing the #4 sieve:3 %
Cumulative percent passing the #8 sieve:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/01/2019