Test 2015-09-16-8-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209792
DEA: 042G8604
EFIS: 0412000009
DIST-CO-RTE-PM04-ALA-580-R33.4
Work DescriptionCONSTRUCT RETAINING WALL, PLANTING, AND MODIFY LIGHTING.
Location DescriptionALAMEDA COUNTY IN SAN LEANDRO AT BENDICT DRIVE OFF-RAMP
Sample Information
Sample Taken Date9/16/2015 Sample Unique Key8
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 testing1/12/2016
Sample typeAnnual Source Testing A brief description of the sample3/8 x 8 PCC Aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byB Last name of sampler or witnessed bySingh
Title of samplerTET Laboratory sample identification16CPCC-0005
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) NumberUnknown
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)91-39-0021
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 collectedUnknown
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: 2015-09-16-8
DIME Test ID: 2015-09-16-8-1
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: 2016-02-25
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 01/25/2016
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:1.0 %
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 02/25/2016