Summary for Test 2015-12-24-2-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 209135
DEA: 04235844
EFIS: 0400000684
COOP: 042493
DIST-CO-RTE-PM04-SM-101-16.3/17.06
Award Date06/25/2014
Closeout Date12/17/2019
Work DescriptionRECONSTRUCT OVERCROSSING, RETAINING WALLS, GROUND IMPROVEMENT,
Location DescriptionBURLINGAME
QA Service Level1 (Verified on 10/03/2013)

Sample Information

Sample Taken Date12/24/2015 Sample Unique Key2
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 testing02/05/2016
Sample typeAnnual Source Testing A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutesUnknown From where was the sample collectedSource
First name of sampler or witnessed byPlant Last name of sampler or witnessed byPersonnel
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification16CPCC-0062 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameGranite Rock Wilson Aromas Transportation Laboratory (TL) Numberc910805
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-xx-xxxx
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: 2015-12-24-2
DIME Test ID: 2015-12-24-2-1
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: 2016-03-24

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 03/09/2016
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:10.6 %
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 3/24/2016