Summary for Test 2018-09-26-23-3

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212910
DEA: 080K2914
EFIS: 0812000098
DIST-CO-RTE-PM08-SBD-10-30.9/33.3
Award Date03/06/2018
Closeout Date09/04/2019
Work DescriptionLANE REPLACEMENT
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
QA Service Level1 (Verified on 05/02/2018)

Sample Information

Sample Taken Date09/26/2018 Sample Unique Key23
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 testing09/26/2018
Sample typeAcceptance A brief description of the sample1" x #4 Concrete Aggregate
The quantity of what the sample constitutes500 tons From where was the sample collectedSource
First name of sampler or witnessed byThomas Last name of sampler or witnessed byJoseph
Title of samplerTechnical Services Technician Telephone number of sampler(510) 378-2044
Laboratory sample identification8331 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCemex Redlands Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-36-0068::REDLANDS WASH PLAN (CEMEX)
The fabricator's/manufacturer's product name for the sampleCoarse Concrete Gravel The fabricator/manufacturer designation for the sampleUnknown
The plant number4420 A detailed description of where the material sample was collectedQuarry
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2018-09-26-23
DIME Test ID: 2018-09-26-23-3
Testing Lab: CEMEX - Central & Southern California
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-05-16

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Gregory Vinson
Date of test: 09/27/2018
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 2.3 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 2.3 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 1.4 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.5 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.5 %
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:1.5 %
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 5/9/2019