Test 2018-09-26-26-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date9/26/2018 Sample Unique Key26
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 testing9/27/2018
Sample typeAggregate Prequalification Program A brief description of the sample1" x No. 4 Concrete Aggregate
The quantity of what the sample constitutes500 tons From where was the sample collectedSource
First name of sampler or witnessed byThomas Last name of sampler or witnessed byJoseph
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCemex Redlands 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)91-36-0068::REDLANDS WASH PLAN (CEMEX)
The fabricator's/manufacturer's product name for the sampleCoarse Concrete Gravel The fabricator/manufacturer designation for the sampleUnknown
The plant number4420 A detailed description of where the material sample was collectedQuarry
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: 2018-09-26-26
DIME Test ID: 2018-09-26-26-1
Testing Lab: CT SC Sub-unit 3668-105
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-02-05
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: PATRICK LO
Date of test: 09/27/2018
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:97 %
Cumulative percent passing the 3/4 in. sieve:71 %
Cumulative percent passing the 1/2 in. sieve:23 %
Cumulative percent passing the 3/8 in. sieve:6 %
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 01/29/2019