Summary for Test 2024-06-18-147-5

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 995043
DEA: 010A1314
EFIS: 0117000223
DIST-CO-RTE-PM01-MEN-162-8/8.4
Award Date06/12/2023
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date06/18/2024 Sample Unique Key147
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 testing06/27/2024
Sample typeVerification A brief description of the sampleConcrete Sand #1
The quantity of what the sample constitutesTrial Batch - 718138 From where was the sample collectedManufacturer
First name of sampler or witnessed byKenny Last name of sampler or witnessed byMcHugh
Title of sampler Telephone number of sampler
Laboratory sample identification24-107 Linked DIME Sample ID2024-06-18-148
The fabricator/manufacturer/facility nameNorCal - Ukiah Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-23-0015
The fabricator's/manufacturer's product name for the sampleConcrete Sand #1 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedTruck
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number718138 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-18-147
DIME Test ID: 2024-06-18-147-5
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: 2024-08-29

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Measured
Tester's full name: Aristeo Flores
Date of test: 08/29/2024
Mass of material retained on #8 sieve before immersion: 104 grams
Mass of material retained on #16 sieve before immersion: 118 grams
Mass of material retained on #30 sieve before immersion: 103 grams
Mass of material retained on #50 sieve before immersion: 116 grams
Mass of material retained on #100 sieve before immersion: 120 grams
Mass of material retained on #16 sieve after immersion: 102 grams
Mass of material retained on #30 sieve after immersion: 116 grams
Mass of material retained on #50 sieve after immersion: 102 grams
Mass of material retained on #100 sieve after immersion: 115 grams
Mass of material retained on #200 sieve after immersion: 117 grams
Percentage Loss of material retained on #8 sieve: 1.9 %
Percentage Loss of material retained on #16 sieve: 1.7 %
Percentage Loss of material retained on #30 sieve: 1.0 %
Percentage Loss of material retained on #50 sieve: 0.9 %
Percentage Loss of material retained on #100 sieve: 2.5 %
Weighted Average Percent Loss of Fine Aggregate: 1.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/29/2024