Summary for Test 2019-12-06-22-2

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 210673
DEA: 042640F4
EFIS: 0400020132
COOP: 042308A3
DIST-CO-RTE-PM04-SON--
Award Date08/08/2019
Closeout Date02/16/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/11/2022)

Sample Information

Sample Taken Date12/06/2019 Sample Unique Key22
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 testing02/14/2020
Sample typeAnnual Source Testing A brief description of the samplePCC Sand
The quantity of what the sample constitutes3 Bags From where was the sample collectedSource
First name of sampler or witnessed byJeff Last name of sampler or witnessed byRohos
Title of sampler Telephone number of sampler
Laboratory sample identification20-PCCF-0034 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCanyon Rock - Forestville Transportation Laboratory (TL) NumberC870045
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-49-0004::CANYON ROCK CO., 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
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-12-06-22
DIME Test ID: 2019-12-06-22-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-04-17

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 04/17/2020
Mass of material retained on #8 sieve before immersion: 109 grams
Mass of material retained on #16 sieve before immersion: 103 grams
Mass of material retained on #30 sieve before immersion: 107 grams
Mass of material retained on #50 sieve before immersion: 108 grams
Mass of material retained on #100 sieve before immersion: 104 grams
Mass of material retained on #16 sieve after immersion: 108 grams
Mass of material retained on #30 sieve after immersion: 101 grams
Mass of material retained on #50 sieve after immersion: 106 grams
Mass of material retained on #100 sieve after immersion: 107 grams
Mass of material retained on #200 sieve after immersion: 95 grams
Percentage Loss of material retained on #8 sieve: 0.9 %
Percentage Loss of material retained on #16 sieve: 1.9 %
Percentage Loss of material retained on #30 sieve: 0.9 %
Percentage Loss of material retained on #50 sieve: 0.9 %
Percentage Loss of material retained on #100 sieve: 8.7 %
Weighted Average Percent Loss of Fine Aggregate: 2.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/17/2020