Summary for Test 2021-10-14-3-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Award DateNot set
Closeout DateNot set
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level (Verified on 04/05/2013)

Sample Information

Sample Taken Date10/14/2021 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing10/14/2021 Sample typeQuality Assurance
A brief description of the sample1 1/2 PCC Aggregate The quantity of what the sample constitutes1 bag
From where was the sample collectedManufacturer First name of sampler or witnessed byJohn
Last name of sampler or witnessed byO'Mara Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex Bullhead City
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-36-0068::REDLANDS WASH PLAN (CEMEX)
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 collectedat plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-10-14-3
DIME Test ID: 2021-10-14-3-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-10-14

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type):
Input Type: Measured
Tester's full name: John OMara
Date of test: 10/13/2021
Total mass of material in the sample: 100.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 8.0 grams
Cumulative mass retained on the 1/2 in. sieve: 39.0 grams
Cumulative mass retained on the 3/8 in. sieve: 0.0 grams
Cumulative mass retained on the #4 sieve: 6.0 grams
Cumulative mass retained on the #8 sieve: 5.0 grams
Cumulative mass retained on the #16 sieve: 13.0 grams
Cumulative mass retained on the #30 sieve: 8.0 grams
Cumulative mass retained on the #50 sieve: 12.0 grams
Cumulative mass retained on the #100 sieve: 7.0 grams
Cumulative mass retained on the #200 sieve: 1.0 grams
Cumulative mass retained on the pan: 1.0 grams
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: 92 %
Cumulative percent passing the 1/2 in. sieve: 53 %
Cumulative percent passing the 3/8 in. sieve: 53 %
Cumulative percent passing the #4 sieve: 47 %
General comments (publicly viewable) (Max 1000 characters): DIME Long Term Planning - Test

Test was verified on 10/14/2021 ✔