Summary for Test 2022-05-26-14-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993150
DEA: 051G9704
EFIS: 0516000008
DIST-CO-RTE-PM05-SB-135-11.7/17.8
Award Date09/27/2021
Closeout Date03/28/2023
Work DescriptionCOLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
QA Service Level1 (Verified on 08/09/2021)

Sample Information

Sample Taken Date05/26/2022 Sample Unique Key14
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 testing05/26/2022
Sample typeVerification A brief description of the samplevirgin shoulder backing
The quantity of what the sample constitutes360 tons From where was the sample collectedJob Site
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byGleffe
Title of samplerARET Telephone number of sampler18053191237
Laboratory sample identificationShoulder backing Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland/rocky cyn Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-40-0013
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedstockpile at speeds yard
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-26-14
DIME Test ID: 2022-05-26-14-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-05-27

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: Salvador Lopez-Zamora
Date of test: 05/27/2022
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 75 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 43 %
Cumulative percent passing the #50 sieve: 32 %
Cumulative percent passing the #100 sieve: 24 %
Cumulative percent passing the #200 sieve: 18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/27/2022