Summary for Test 2017-02-23-17-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 210618
DEA: 06342534
EFIS: 0600000382
COOP: 061616A2
DIST-CO-RTE-PM06-FRE-180-R74.1/R78.6
Award Date04/05/2017
Closeout Date07/06/2021
Work DescriptionCONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location DescriptionFRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
QA Service Level1 (Verified on 07/10/2017)

Sample Information

Sample Taken Date02/23/2017 Sample Unique Key17
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 testing03/10/2017
Sample typeAnnual Source Testing A brief description of the sample1x4 PCC Aggregates
The quantity of what the sample constitutes8 Bags From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byShirvani
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17FPCC-0096 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameVulcan Sanger Transportation Laboratory (TL) NumberC812810B
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)91-10-0010
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 at 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: 2017-02-23-17
DIME Test ID: 2017-02-23-17-1
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: 05/19/2017
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: 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 5/19/2017