Summary for Test 2014-12-17-7-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 208852
DEA: 040A5344
EFIS: 0400021131
COOP: 042491
DIST-CO-RTE-PM04-SOL-80,80-R11.4/13.0
Award Date03/19/2014
Closeout Date10/12/2018
Work DescriptionREALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE.
Location DescriptionIN SOLANO COUNTY NEAR FAIRFIELD.
QA Service Level1 (Verified on 10/17/2013)

Sample Information

Sample Taken Date12/17/2014 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 testing03/11/2015
Sample typeAnnual Source Testing A brief description of the sample3/8
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byRyan Last name of sampler or witnessed byStiltz
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification15CPCC-0152 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Esparto Transportation Laboratory (TL) NumberC752219
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-57-0011
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-12-17-7
DIME Test ID: 2014-12-17-7-1
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: 2015-04-13

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 03/11/2015
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: 1.2 %
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 4/13/2015