Summary for Test 2018-12-17-10-1

Test performed: CTM 202-Oct 2014

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date12/17/2018 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing12/17/2018 Sample typeQuality Control
A brief description of the sample1/2" The quantity of what the sample constitutesJMF
From where was the sample collectedSource First name of sampler or witnessed byCarlos
Last name of sampler or witnessed byManzo Title of samplerQC Technician
Telephone number of sampler805-440-7390 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSPM-Avenal
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)91-10-0006::AVENAL AGGREGATES
The fabricator's/manufacturer's product name for the sample1/2 The fabricator/manufacturer designation for the sample1/2 Crushed
The plant number1 A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberTEM34SPLA Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-12-17-10
DIME Test ID: 2018-12-17-10-1
Testing Lab: Sierra Pacific Materials
Test Method: CTM 202-Oct 2014: Method of Test for Determining Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-02-12

Test Results


What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Input Type: Calculated
Tester's full name: unknown
Date of test: 12/17/2018
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 62 %
Cumulative percent passing the 3/8 in. sieve: 3 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/12/2019 ✔