Test 2018-11-27-15-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 213725
DEA: 040P6404
EFIS: 0417000499
DIST-CO-RTE-PM04-SCL-152-0.0/6.1
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HOT MIX ASPHALT.
Location DescriptionSANTA CLARA COUNTY NEAR GILROY AT VARIOUS LOCATIONS FROM SANTA CRUZ COUNTY LINE TO BODFISH CREEK BRIDGE
Sample Information
Sample Taken Date11/27/2018 Sample Unique Key15
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 testing2/19/2019
Sample typeAnnual Source Testing A brief description of the sample3/8 Coarse Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byFERNANDO Last name of sampler or witnessed byVega
Title of samplerConsultant Laboratory sample identification19-CPCC-0027
The fabricator/manufacturer/facility nameLos Banos TRP Transportation Laboratory (TL) NumberC811337
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-24-0009
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 Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2018-11-27-15
DIME Test ID: 2018-11-27-15-1
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: 2019-03-15
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 03/15/2019
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 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:14.0 %
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 03/15/2019