Summary for Test 2013-08-08-9102342-4

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 8128
DEA: 080N9104
EFIS: 0800001013
DIST-CO-RTE-PM08-RIV-62-R0.4/R1.1
Award Date01/23/2013
Closeout Date12/23/2013
Work DescriptionINSTALL TRAFFIC SIGNAL AND REALIGN TWO LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR DESERT HOT SPRINGS FROM 1.1 MILE NORTH TO 0.8 MILE SOUTH OF DILLON ROAD
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date08/08/2013 Sample Unique Key9102342
Date that the sample was received by the laboratory/organization performing the testing08/09/2013 Sample typeAnnual Source Testing
A brief description of the sampleNot set The quantity of what the sample constitutes6 Bags
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of samplerNot set
Telephone number of samplerNot set Laboratory sample identification3225B
Linked DIME Sample IDNot set The fabricator/manufacturer/facility nameCalportland Company/Thousand Palms
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)91-33-0093
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 Size1 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2013-08-08-9102342
DIME Test ID: 2013-08-08-9102342-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2014-02-28

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 09/13/2013
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: 2.1 %
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 2/28/2014 ✔