Summary for Test 2019-12-02-5-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212785
DEA: 04014114
EFIS: 0414000436
DIST-CO-RTE-PM04-ALA-80-2.1
Award Date04/06/2018
Closeout Date01/21/2021
Work DescriptionCONSTRUCT MAINTENANCE BUILDING AND PARKING LOT
Location DescriptionIN ALAMEDA COUNTY IN OAKLAND AT THE SAN FRANCISCO-OAKLAND BAY BRIDGE MAINTENANCE YARD
QA Service Level1 (Verified on 02/13/2018)

Sample Information

Sample Taken Date12/02/2019 Sample Unique Key5
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 testing01/28/2020
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 byKory Last name of sampler or witnessed byp
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification20-PCCC-0009 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Clayton Transportation Laboratory (TL) Numberc860952
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-07-0004::CLAYTON
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 Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-12-02-5
DIME Test ID: 2019-12-02-5-1
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: 2020-02-19

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ryan/Jay
Date of test: 02/19/2020
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: 6.5 %
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 2/19/2020