Summary for Test 2024-02-29-60-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 994820
DEA: 060V1104
EFIS: 0616000208
DIST-CO-RTE-PM06-FRE,KIN-5,41,198-Var
Award Date08/31/2023
Closeout DateNot set
Work DescriptionSTRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location DescriptionFRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/20/2023)

Sample Information

Sample Taken Date02/29/2024 Sample Unique Key60
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 testing02/29/2024
Sample typeQuality Control A brief description of the sample1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand
The quantity of what the sample constitutes1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand From where was the sample collectedManufacturer
First name of sampler or witnessed byBenjamin Last name of sampler or witnessed byAragon
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCon-Fab California, LLC - Shafter 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)Con-Fab California, LLC
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 collectedStockpile at the Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-02-29-60
DIME Test ID: 2024-02-29-60-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-06-11

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): Yes
Input Type: Calculated
Tester's full name: Patrick Baddu
Date of test: 02/29/2024
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 91.8 %
Cumulative percent passing the 3/8 in. sieve: 74.8 %
Cumulative percent passing the #4 sieve: 53.1 %
Cumulative percent passing the #8 sieve: 41.2 %
Cumulative percent passing the #16 sieve: 28.1 %
Cumulative percent passing the #30 sieve: 17.2 %
Cumulative percent passing the #50 sieve: 7.8 %
Cumulative percent passing the #100 sieve: 1.4 %
Cumulative percent passing the #200 sieve: 0.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2024