Summary for Test 2018-09-26-27-1

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 Key27
Date that the sample was received by the laboratory/organization performing the testing09/27/2018 Sample typeAggregate Prequalification Program
A brief description of the sample3/8" Pea Gravel 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 samplerTechnical Services Specialist
Telephone number of sampler 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
Bid ItemNot 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 sample The fabricator/manufacturer designation for the sample
The plant number4420 A detailed description of where the material sample was collectedQuarry
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-09-26-27
DIME Test ID: 2018-09-26-27-1
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?: 0.375 in x No. 8 - 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
Sieve SizeCumulative Percent Passing
100 %
82 %
10 %
4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/29/2019