Test 2019-11-26-26-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 213631
DEA: 04270104
EFIS: 0412000131
DIST-CO-RTE-PM04-ALA-580-R30.8/R41.5
Work DescriptionREPLACE SLABS, RESURFACE SHOULDER & RAMPS & CONSTRUCT MBGR & BARRIER
Location DescriptionALAMEDA COUNTY FROM ROUTE 580/ROUTE 238 SEPARATION TO BOSTON AVENUE UNDERCROSSING.
Sample Information
Sample Taken Date11/26/2019 Sample Unique Key26
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 testing3/6/2020
Sample typeAnnual Source Testing A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byDesilva Gates Last name of sampler or witnessed byStaff
Title of sampler Laboratory sample identification20-PCCC-0013
The fabricator/manufacturer/facility nameDe Silva Gates Sunol Transportation Laboratory (TL) NumberC726638
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)91-01-0007::SUNOL
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 Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-11-26-26
DIME Test ID: 2019-11-26-26-1
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: 2020-03-12
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ryan Kester
Date of test: 03/09/2020
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:9.1 %
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 03/12/2020