Summary for Test 2020-02-07-18-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214710
DEA: 051J4704
EFIS: 0517000184
DIST-CO-RTE-PM05-SB-135-17.3/17.6
Award Date05/27/2021
Closeout Date08/17/2022
Work DescriptionBUNNY AVENUE AND NORTH BROADWAY PED IMPROVEMENTS
Location DescriptionSANTA BARBARA COUNTY IN SANTA MARIA AT BUNNY AVENUE AND FROM ROEMER WAY TO PREISKER LANE
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date02/07/2020 Sample Unique Key18
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 testing02/07/2020
Sample typePreliminary A brief description of the sampleNative Basement Soil
The quantity of what the sample constitutesUnknown 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-010 Linked DIME Sample ID
The fabricator/manufacturer/facility nameExisting 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 collected3 to 5 feet depth
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2020-02-07-18
DIME Test ID: 2020-02-07-18-1
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: 2020-02-18

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: 02/12/2020
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: 98 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 96 %
Cumulative percent passing the #4 sieve: 94 %
Cumulative percent passing the #8 sieve: 92 %
Cumulative percent passing the #16 sieve: 89 %
Cumulative percent passing the #30 sieve: 82 %
Cumulative percent passing the #50 sieve: 55 %
Cumulative percent passing the #100 sieve: 22 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/18/2020