Summary for Test 2015-09-16-7-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 209792
DEA: 042G8604
EFIS: 0412000009
DIST-CO-RTE-PM04-ALA-580-R33.4
Award Date08/31/2015
Closeout Date12/21/2017
Work DescriptionCONSTRUCT RETAINING WALL, PLANTING, AND MODIFY LIGHTING.
Location DescriptionALAMEDA COUNTY IN SAN LEANDRO AT BENDICT DRIVE OFF-RAMP
QA Service Level1 (Verified on 11/26/2014)

Sample Information

Sample Taken Date09/16/2015 Sample Unique Key7
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 testing01/12/2016
Sample typeAnnual Source Testing A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byB Last name of sampler or witnessed bySingh
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identification16CPCC-0004 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-39-0021
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
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID

Test Details

DIME Sample ID: 2015-09-16-7
DIME Test ID: 2015-09-16-7-1
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: 2016-02-25

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Tom Stinnett
Date of test: 01/25/2016
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 2/25/2016