Summary for Test 2024-06-02-28-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 995202
DEA: 033H6104
EFIS: 0318000019
DIST-CO-RTE-PM03-PLA-80-42.7/49.3
Award Date02/15/2024
Closeout DateNot set
Work DescriptionRDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL SOLDIER PILE, MOD LTG SYSTEM
Location DescriptionPLACER COUNTY ABOUT 9.4 MILES NORTH OF COLFAX FROM 0.5 MILE WEST OF MONTE VISTA OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING
QA Service Level1 (Verified on 11/13/2023)

Sample Information

Sample Taken Date06/02/2024 Sample Unique Key28
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 testing06/06/2024
Sample typeQuality Control A brief description of the sampleSand
The quantity of what the sample constitutesWeekly Sample From where was the sample collectedSupplier
First name of sampler or witnessed byTeichert Personnel Last name of sampler or witnessed byTeichert Personnel
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Aggregates - Perkins 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)91-34-0053
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-02-28
DIME Test ID: 2024-06-02-28-1
Testing Lab: Rinker Materials
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-07-27

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Teichert Personnel
Date of test: 06/02/2024
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 87 %
Cumulative percent passing the #16 sieve: 74 %
Cumulative percent passing the #30 sieve: 51 %
Cumulative percent passing the #50 sieve: 18 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 0.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2024