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
Will the laboratory/organization for which you are a member perform testing on this material sample?No 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

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-36-0068
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 HMA Design ID

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
Input Type: Measured
Tester's full name: John OMara
Date of test: 10/13/2021
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 8 grams
Cumulative mass retained on the 1/2 in. sieve: 39 grams
Cumulative mass retained on the 3/8 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 6 grams
Total sample mass passing the #4 sieve: 47 grams
Total mass of material in the sample: 100 grams
Cumulative mass retained on the #8 sieve: 5 grams
Cumulative mass retained on the #16 sieve: 13 grams
Cumulative mass retained on the #30 sieve: 8 grams
Cumulative mass retained on the #50 sieve: 12 grams
Cumulative mass retained on the #100 sieve: 7 grams
Cumulative mass retained on the #200 sieve: 1 grams
Mass retained on the pan (fine aggregate): 1 grams
Total mass of fine material in the sample: 1 grams
Total cumulative mass of coarse aggregate: 53 grams
Total cumulative mass of fine aggregate: 47 grams
Percentage of coarse material: 53 %
Percentage of fine material: 47 %
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 %
Cumulative percent passing the #8 sieve:42 %
Cumulative percent passing the #16 sieve:29 %
Cumulative percent passing the #30 sieve:21 %
Cumulative percent passing the #50 sieve:9 %
Cumulative percent passing the #100 sieve:2 %
Cumulative percent passing the #200 sieve:1 %
General comments (publicly viewable) (Max 1000 characters): DIME Long Term Planning - Test

Test was verified on 10/14/2021