Summary for Test 2014-01-17-8420310-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 7914
DEA: 042A4404
EFIS: 0400000823
DIST-CO-RTE-PM04-SCL-152-16.2/R16.5R18.5/R19.5
Award Date03/22/2013
Closeout Date04/14/2021
Work DescriptionPLACE WIDEN HMA RDWY, CONST SOIL NAIL WALLS, RWS; LEFT TURN LANE.
Location DescriptionSANTA CLARA COUNTY NEAR GILROY FROM OLD LAKE ROAD TO 0.3 MILE EAST OF OLD LAKE ROAD AND FROM 0.4 MILE WEST TO 0.6 MILE EAST OF LOVERS LANE
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date01/17/2014 Sample Unique Key8420310
Date that the sample was received by the laboratory/organization performing the testing01/06/2014 Sample typeAnnual Source Testing
A brief description of the sample1x4 The quantity of what the sample constitutes1Bag
From where was the sample collectedSource First name of sampler or witnessed byVernon
Last name of sampler or witnessed byNguyen Title of samplerNot set
Telephone number of samplerNot set Laboratory sample identification14CPCC-0001 C713881
Linked DIME Sample IDNot set The fabricator/manufacturer/facility nameTriangle Rock / Los Banos
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)91-24-0009
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: 2014-01-17-8420310
DIME Test ID: 2014-01-17-8420310-1
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: 2014-01-17

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 01/17/2014
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: 3.4 %
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 1/17/2014 ✔