Summary for Test 2013-04-30-8407621-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 7446
DEA: 06442624
EFIS: 0600000972
DIST-CO-RTE-PM06-FRE,MAD-99-26.7/R31.6,R0.0/R1.6
Award Date10/10/2012
Closeout Date02/22/2017
Work DescriptionFREEWAY TO BE WIDENED AND REPLACE BRIDGE.
Location DescriptionFRESNO AND MADERA COUNTIES IN AND NEAR FRESNO FROM 0.2 MILES NORTH OF ASHLAN AVENUE OVERCROSSING TO 0.6 MILE NORTH OF AVENUE 7 OVERCROSSING
QA Service Level1 (Verified on 11/06/2012)

Sample Information

Sample Taken Date04/30/2013 Sample Unique Key8407621
Date that the sample was received by the laboratory/organization performing the testing04/16/2013 Sample typeAnnual Source Testing
A brief description of the sample1x4 The quantity of what the sample constitutes1 Bag
From where was the sample collectedSource First name of sampler or witnessed byMike
Last name of sampler or witnessed byHoldridge Title of samplerNot set
Telephone number of samplerNot set Laboratory sample identificationC787042A 13CPCC-0186
Linked DIME Sample IDNot set The fabricator/manufacturer/facility nameCalaverras
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Merced River Rock
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2013-04-30-8407621
DIME Test ID: 2013-04-30-8407621-1
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: 2013-05-01

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 04/30/2013
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: 3.1 %
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 5/1/2013 ✔