Summary for Test 2023-07-07-18-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994408
DEA: 051K03U4
EFIS: 0522000026
DIST-CO-RTE-PM05-SLO-101-
Award Date10/04/2022
Closeout DateNot set
Work Description!!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101.
Location DescriptionNot set
QA Service Level1 (Verified on 12/29/2022)

Sample Information

Sample Taken Date07/07/2023 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 testing07/07/2023
Sample typeQuality Assurance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutes50 tons From where was the sample collectedJob Site
First name of sampler or witnessed byThomas Last name of sampler or witnessed byCromwell
Title of sampler Telephone number of sampler8057465506
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Padaro Crushing Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSan Ysidro Roundabout Base Grade

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Granite Padaro Crushing Plant
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 collectedOn Site Stockpile
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 Number

Test Details

DIME Sample ID: 2023-07-07-18
DIME Test ID: 2023-07-07-18-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-07-12

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Tom Cromwell
Date of test: 07/10/2023
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: 94 %
Cumulative percent passing the 1/2 in. sieve: 75 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/12/2023