Summary for Test 2019-02-18-8-4

Test performed: CTM 214-August 2010

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 Date02/18/2019 Sample Unique Key8
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 testing02/18/2019
Sample typeAggregate Prequalification Program A brief description of the sample3/8 Pea Gravel
The quantity of what the sample constitutesproduction stockpile. From where was the sample collectedOther
First name of sampler or witnessed byEric Last name of sampler or witnessed byGifford
Title of sampler Telephone number of sampler9163866974
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Perkins 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)91-34-0045::ASPEN IV SOUTH
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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-02-18-8
DIME Test ID: 2019-02-18-8-4
Testing Lab: Teichert Materials - Sacramento
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-03-27

Test Results


What size aggregate is being tested?: Fine and Coarse Aggregate
Input Type: Calculated
Tester's full name: Eric Gifford
Date of test: 03/04/2019
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on #4 sieve: no data
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 5.9 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
Weighted Average Percent Loss of Fine Aggregate: 5.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2019