Test 2016-06-03-20-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 208967
DEA: 110223U4
EFIS: 1112000102
DIST-CO-RTE-PM11-SD-5,89-R29.1/R30.5
Work DescriptionREPLACE AND WIDEN BRIDGE, RECONSTRUCT RAMPS AND INTERSECTION.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE SOUTH OF GENESEE AVENUE OVERCROSSING TO SORRENTO VIADUCT
Sample Information
Sample Taken Date6/3/2016 Sample Unique Key20
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 testing6/6/2016
Sample typeAcceptance A brief description of the sample3/8 PCC Aggregates
The quantity of what the sample constitutes2 bags From where was the sample collectedDistributor
First name of sampler or witnessed bySaeb Last name of sampler or witnessed byKhatib
Title of samplerTET Laboratory sample identification16CPCC-0241
The fabricator/manufacturer/facility nameVulcan Mission Valley Transportation Laboratory (TL) Numberc604180
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-37-0035::CHULA VISTA
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 Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-06-03-20
DIME Test ID: 2016-06-03-20-1
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: 2016-07-12
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 06/30/2016
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: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 07/12/2016