DIME » All Projects » Project DEA: 080M2804 » Sample 2016-08-01-7 » View Test Details

Summary for Test 2016-08-01-7-3

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 210696
DEA: 080M2804
EFIS: 0800000472
DIST-CO-RTE-PM08-SBD-15-171.8/173.8
Award Date11/04/2015
Closeout Date08/21/2018
Work DescriptionBRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location DescriptionIn SBD County
QA Service Level1 (Verified on 10/19/2015)

Sample Information

Sample Taken Date08/01/2016 Sample Unique Key7
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 testing08/02/2016
Sample typeAcceptance A brief description of the sampleStructure Backfill
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byRene Last name of sampler or witnessed byUnknown
Title of samplerField Technician Telephone number of samplerUnknown
Laboratory sample identification6302B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNative Material Transportation Laboratory (TL) NumberC 974880
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 collectedSta 85 50 to 86 25 Stockpile
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2016-08-01-7
DIME Test ID: 2016-08-01-7-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2019-06-06

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 08/11/2016
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 98 %
As Received Gradation, Percent Passing 1 in. sieve: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 86 %
As Received Gradation, Percent Passing 3/8 in. sieve: 82 %
As Received Gradation, Percent Passing #4 sieve: 70 %
As Received Gradation, Percent Passing #8 sieve: 58 %
As Received Gradation, Percent Passing #16 sieve: 46 %
As Received Gradation, Percent Passing #30 sieve: 36 %
As Received Gradation, Percent Passing #50 sieve: 27 %
As Received Gradation, Percent Passing #100 sieve: 20 %
As Received Gradation, Percent Passing #200 sieve: 15 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 93 %
As Used Gradation, Percent Passing 3/8 in. sieve: 89 %
As Used Gradation, Percent Passing #4 sieve: 76 %
As Used Gradation, Percent Passing #8 sieve: 63 %
As Used Gradation, Percent Passing #16 sieve: 50 %
As Used Gradation, Percent Passing #30 sieve: 39 %
As Used Gradation, Percent Passing #50 sieve: 29 %
As Used Gradation, Percent Passing #100 sieve: 22 %
As Used Gradation, Percent Passing #200 sieve: 17 %
R value: 63
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/30/2019 ✔