Summary for Test 2014-12-08-7-1

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 Date12/08/2014 Sample Unique Key7
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 testing01/23/2015
Sample typeAnnual Source Testing A brief description of the sampleThree Eighths
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byWilkinson
Title of samplerQC Telephone number of samplerUnknown
Laboratory sample identification15-0055 6808-11C Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameGranite Aromas Transportation Laboratory (TL) NumberC911212
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)91-35-0012::A.R. WILSON QUARRY
The fabricator's/manufacturer's product name for the samplePCC Agg The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedWilson Quarry
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: 2014-12-08-7
DIME Test ID: 2014-12-08-7-1
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: 2015-02-10

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ed Perez
Date of test: 02/09/2015
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:3.8 %
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 2/10/2015