Summary for Test 2018-12-04-7-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 213267
DEA: 04013584
EFIS: 0416000289
DIST-CO-RTE-PM04-SF-80-8.0/8.3,0.9/1.4
Award Date03/29/2018
Closeout Date12/30/2019
Work DescriptionPier Retention
Location DescriptionIn San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza
QA Service Level1 (Verified on 05/01/2018)

Sample Information

Sample Taken Date12/04/2018 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 testing01/30/2019
Sample typeAnnual Source Testing A brief description of the sample1 x #4 coarse aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJulio Last name of sampler or witnessed byP
Title of samplerconsultant Telephone number of sampler
Laboratory sample identification19-CPCC-0013 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHanson Clayton Transportation Laboratory (TL) NumberC859816
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-07-0003
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleHanson Clayton
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 Size1 inch
The concrete mix design numberUnknown Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-12-04-7
DIME Test ID: 2018-12-04-7-1
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: 2019-04-16

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 04/16/2019
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: 5.5 %
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 4/16/2019