Summary for Test 2020-02-20-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212302
DEA: 080C70U4
EFIS: 0815000189
COOP: 081646
DIST-CO-RTE-PM08-SBD-210-PM R 25
Award DateNot set
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 Key19
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 sampleWashed Concrete Sand
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 identification9394 Linked DIME Sample ID2020-02-20-19
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 or name of Pit)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 Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-02-20-19
DIME Test ID: 2020-02-20-19-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-16

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: EDMOUND JABBOUR
Date of test: 02/20/2020
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 95 %
Cumulative percent passing the #16 sieve: 83 %
Cumulative percent passing the #30 sieve: 64 %
Cumulative percent passing the #50 sieve: 41 %
Cumulative percent passing the #100 sieve: 16 %
Cumulative percent passing the #200 sieve: 6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/16/2020