Summary for Test 2018-09-26-26-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/26/2018 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 testing09/27/2018
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 Telephone number of sampler51037802044
Laboratory sample identification Linked DIME Sample ID
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, name of Pit or Job Site)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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-09-26-26
DIME Test ID: 2018-09-26-26-1
Testing Lab: CT HQ - APP Testing Lab
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
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
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 1/29/2019