Summary for Test 2022-10-05-1-3

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214993
DEA: 051F5004
EFIS: 0514000003
DIST-CO-RTE-PM05-SB-101,135-70.6/71.2;0.1
Award Date11/17/2020
Closeout Date01/11/2024
Work DescriptionCONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location DescriptionSANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date10/05/2022 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing10/05/2022 Sample typeQuality Assurance
A brief description of the sampleNative Soil The quantity of what the sample constitutesGeo embankment fill
From where was the sample collectedJob Site First name of sampler or witnessed byIsaac
Last name of sampler or witnessed byGleffe Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNative soil
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedOn site stockpile
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-10-05-1
DIME Test ID: 2022-10-05-1-3
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: 2022-10-10

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: 10/10/2022
Sieve SizeCumulative Percent Passing
100 %
100 %
100 %
100 %
98 %
96 %
93 %
90 %
83 %
81 %
78 %
72 %
56 %
36 %
21.2 %
General comments (publicly viewable) (Max 1000 characters): Test per SS 2018 sec.19-6.02B

Test was verified on 10/10/2022 ✔