Summary for Test 2014-11-12-8-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 209357
DEA: 07284504
EFIS: 0700021180
DIST-CO-RTE-PM07-LA-14-R56.5/R57.0
Award Date04/17/2014
Closeout Date08/02/2018
Work DescriptionLAMONT ODETT VISTA POINT ENHANCEMENT.
Location DescriptionLOS ANGELES COUNTY NEAR PALMDALE FROM 0.3 MILE NORTH OF COURSON RANCH ROAD UNDERCROSSING TO 0.3 MILE SOUTH OF BARREL SPRINGS ROAD OVERCROSSING
QA Service Level1 (Verified on 05/21/2014)

Sample Information

Sample Taken Date11/12/2014 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing11/12/2014 Sample typeAnnual Source Testing
A brief description of the sampleThree eighths inch rock The quantity of what the sample constitutes4 Bags
From where was the sample collectedSource First name of sampler or witnessed byTom
Last name of sampler or witnessed byMilum Title of samplerQ C Technician
Telephone number of samplerUnknown Laboratory sample identification4310B
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameRobertsons Palmdale Quarry
Transportation Laboratory (TL) NumberUnknown 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)91-19-0033::PALMDALE
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 collectedStockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-11-12-8
DIME Test ID: 2014-11-12-8-1
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: 2015-02-20

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/19/2014
Sieve SizeCumulative Percent Passing
100 %
94 %
11 %
1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015 ✔