Summary for Test 2018-11-30-9-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212654
DEA: 044G1154
EFIS: 0417000130
COOP: 42655
DIST-CO-RTE-PM04-ALA-680-R6.8/R21.9
Award Date02/06/2018
Closeout Date06/06/2019
Work DescriptionRAMP METERING AND TRAFFIC OPERATION SYSTEMS (TOS)
Location DescriptionALAMEDA COUNTY AT VARIOUS LOCATIONS FROM 0.4 MILES NORTH OF MISSION SAN JOSE SEPARATION (MISSION BLVD/RTE 238) TO 0.3 MILES NORTH OF ALCOSTA BLVD. OVERCROSSING
QA Service Level1 (Verified on 02/13/2018)

Sample Information

Sample Taken Date11/30/2018 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing02/19/2019 Sample typeQuality Control
A brief description of the sample3/8" Coarse PCC Aggregate The quantity of what the sample constitutes1 bag
From where was the sample collectedSource First name of sampler or witnessed byFernando
Last name of sampler or witnessed byVega Title of sampler
Telephone number of sampler Laboratory sample identification19-CPCC-0036
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex Pleasanton
Transportation Laboratory (TL) NumberC811346 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)91-01-0009::ELIOT
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 Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-11-30-9
DIME Test ID: 2018-11-30-9-1
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: 2019-03-25

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 03/25/2019
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: 2.5 %
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 3/25/2019 ✔