Summary for Test 2016-01-26-9-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Award Date12/30/2014
Closeout Date08/29/2018
Work DescriptionREALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location DescriptionHINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
QA Service Level1 (Verified on 03/22/2013)

Sample Information

Sample Taken Date01/26/2016 Sample Unique Key9
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 testing01/27/2016
Sample typeAcceptance A brief description of the sampleSand Fill Material
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byKennedy Last name of sampler or witnessed byEubany
Title of samplerTester Telephone number of samplerUnknown
Laboratory sample identification6026B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRobertsons Barstow Transportation Laboratory (TL) NumberC 974937
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedWindrow at Sta 1488 00 Rte 58 A1 Mainline WB and EB EO Hinkley Rd
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2016-01-26-9
DIME Test ID: 2016-01-26-9-1
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: 2019-06-06

Test Results


What size aggregate is being tested?: Fine 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: Ali Rehman
Date of test: 08/12/2016
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 93 %
Cumulative percent passing the #8 sieve: 74 %
Cumulative percent passing the #16 sieve: 58 %
Cumulative percent passing the #30 sieve: 41 %
Cumulative percent passing the #50 sieve: 27 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 12 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019