Summary for Test 2014-12-17-4-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 7531
DEA: 042908C4
EFIS: 0400021248
COOP: 042397A3
DIST-CO-RTE-PM04-ALA-580-R8.4/R14.6
Award Date11/20/2012
Closeout Date09/30/2016
Work DescriptionROADWAY WIDENING AND REHABILITATION.
Location DescriptionALAMEDA COUNTY IN LIVERMORE FROM 0.1 MILE WEST OF GREENVILLE ROAD UNDERCROSSING TO 0.5 MILE WEST OF 84/580 SEPARATION
QA Service Level1 (Verified on 09/24/2012)

Sample Information

Sample Taken Date12/17/2014 Sample Unique Key4
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 testing02/06/2015
Sample typeAnnual Source Testing A brief description of the samplethree eighths pea gravel
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byEddie Last name of sampler or witnessed byDike
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification15CPCC-0070 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) NumberC738998
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 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: 2014-12-17-4
DIME Test ID: 2014-12-17-4-1
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: 2015-03-06

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 02/06/2015
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:2.3 %
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 3/6/2015