Summary for Test 2016-10-21-14-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 211321
DEA: 041K8004
DIST-CO-RTE-PM04-NAP,NAP-121-16.7/16.9, 16.7/20.35
Award Date03/18/2016
Closeout Date12/20/2017
Work DescriptionInstall temporary one-way traffic control signals, construct soldier pile retaining wall, reconstruct roadway, place RSP & perform miscellaneous related work
Location DescriptionNot set
QA Service Level1 (Verified on 06/15/2016)

Sample Information

Sample Taken Date10/21/2016 Sample Unique Key14
Date that the sample was received by the laboratory/organization performing the testing03/14/2017 Sample typeAnnual Source Testing
A brief description of the sample1 x 4 PCC Aggregate The quantity of what the sample constitutesbags
From where was the sample collectedSource First name of sampler or witnessed byplant
Last name of sampler or witnessed byqc Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification17CPCC-0112
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameGranite Capay
Transportation Laboratory (TL) NumberC872320 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-57-0014::CAPAY
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 @ Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2016-10-21-14
DIME Test ID: 2016-10-21-14-1
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: 2017-05-26

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 05/26/2017
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: 4.3 %
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 5/26/2017 ✔