Summary for Test 2020-03-12-17-3

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
DIST-CO-RTE-PM08-RIV-15-15-54.2/54.3
Award Date01/02/2020
Closeout Date05/26/2022
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
QA Service Level1 (Verified on 03/20/2020)

Sample Information

Sample Taken Date03/12/2020 Sample Unique Key17
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 testing03/17/2020
Sample typeVerification A brief description of the sample3/8" Aggregeate for Source Verificaiton
The quantity of what the sample constitutes3 Bags From where was the sample collectedSource
First name of sampler or witnessed byMarc Last name of sampler or witnessed bySegura
Title of samplerQC Rep Telephone number of sampler
Laboratory sample identification9540 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 identifier
Structure name

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 sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedSite
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-12-17
DIME Test ID: 2020-03-12-17-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-05-26

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: FRIDAY OFOEGBU
Date of test: 04/09/2020
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 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: 2.0 %
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
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/26/2020