Summary for Test 2023-10-31-15-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994342
DEA: 050N71U4
DIST-CO-RTE-PM05---
Award Date04/01/2020
Closeout Date04/18/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/17/2023)

Sample Information

Sample Taken Date10/31/2023 Sample Unique Key15
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 testing10/31/2023
Sample typeQuality Assurance A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes20 CY From where was the sample collectedSupplier
First name of sampler or witnessed byMIKE Last name of sampler or witnessed byBENNETT
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCEMEX Santa Barbara 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)91-19-0016
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-10-31-15
DIME Test ID: 2023-10-31-15-1
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: 2023-10-31

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Michael Bennett
Date of test: 10/31/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 99 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 53 %
Cumulative percent passing the 3/8 in. sieve: 38 %
Cumulative percent passing the #4 sieve: 6 %
Cumulative percent passing the #8 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/31/2023