Summary for Test 2020-02-20-18-4

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 212302
DEA: 080C70U4
EFIS: 0815000189
COOP: 081646
DIST-CO-RTE-PM08-SBD-210-PM R 25
Award Date11/06/2019
Closeout DateNot set
Work DescriptionThe SR 210 Base Line Interchange project, in the City of Highland, includes widening of the Base Line overcrossing at the SR 210, along with additional ramp widening improvements for the northbound on-ramp, northbound off-ramp and southbound on-ramps.
Location DescriptionSR210 Lane Addition work proposes to improve SR 210 within the cities of Highland, Redlands, San Bernardino and unincorporated sections of San Bernardino County,
QA Service Level2 (Verified on 01/15/2020)

Sample Information

Sample Taken Date02/20/2020 Sample Unique Key18
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 testing02/18/2020
Sample typeAnnual Source Testing A brief description of the sample3/8" PCC AGGREGATE
The quantity of what the sample constitutes9 bags From where was the sample collectedSource
First name of sampler or witnessed byCHRIS Last name of sampler or witnessed byHINDMAN
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identification9393 Linked DIME Sample ID2020-02-20-18
The fabricator/manufacturer/facility nameROBERTSON REDLANS - QUARRY Transportation Laboratory (TL) NumberC20-00002
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)Unknown
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 collectedunknown
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: 2020-02-20-18
DIME Test ID: 2020-02-20-18-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2020-03-16

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: NADER RASHIDI
Date of test: 03/09/2020
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.0 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0.0 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 0.0 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 5.7 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 7.4 %
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: 0.0 %
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: 0.0 %
Percentage Loss of material retained on 3/4 in. through #4 sieve: 0.0 %
Weighted Average Percent Loss of Coarse Aggregate: 7.3 %
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 3/16/2020