Summary for Test 2020-05-19-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215016
DEA: 051M5904
EFIS: 0520000032
DIST-CO-RTE-PM05-SBT-192-20.1
Award Date12/02/2019
Closeout DateNot set
Work DescriptionSB192 Culvert Replacement - Drainage System Restoration
Location DescriptionPostmile: SB 20.1/SB 20.1 Statewide Odometer: 20.073/20.073
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date05/19/2020 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 testing05/19/2020
Sample typeInformational A brief description of the sample1 Bag Soil
The quantity of what the sample constitutesNative Basement Material From where was the sample collectedJob Site
First name of sampler or witnessed byJacob Last name of sampler or witnessed byBerven
Title of sampler Telephone number of sampler
Laboratory sample identificationD5 20-D-020 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMother Earth Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collected10 feet from EB EP
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2020-05-19-19
DIME Test ID: 2020-05-19-19-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-29

Test Results


What size aggregate is being tested?: Combined Gradation
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: Daniel Gingras
Date of test: 05/25/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 96 %
Cumulative percent passing the #16 sieve: 94 %
Cumulative percent passing the #30 sieve: 91 %
Cumulative percent passing the #50 sieve: 80 %
Cumulative percent passing the #100 sieve: 57 %
Cumulative percent passing the #200 sieve: 34.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2020