Summary for Test 2022-01-31-11-2

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 Date01/31/2022 Sample Unique Key11
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 testing01/31/2022
Sample typeAcceptance A brief description of the sample1"X#4
The quantity of what the sample constitutes1 days placement From where was the sample collectedSupplier
First name of sampler or witnessed bySalvador Last name of sampler or witnessed byLopez-Zamora
Title of samplerARET Telephone number of sampler8057483854
Laboratory sample identification220131A Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalportland/Donaven 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)91-42-0014
The fabricator's/manufacturer's product name for the sample1 x 4 The fabricator/manufacturer designation for the sample1 x 4
The plant number A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number590GN1010 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-31-11
DIME Test ID: 2022-01-31-11-2
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: 2022-02-03

Test Results


What size aggregate is being tested?: Fine Aggregate
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: 02/02/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 93 %
Cumulative percent passing the #16 sieve: 80 %
Cumulative percent passing the #30 sieve: 56 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters): #30 oper. range 25-55, Cont. compl. 37-55

Test was verified on 2/3/2022