Summary for Test 2022-05-08-7-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 993121
DEA: 032H62U4
EFIS: 0319000021
DIST-CO-RTE-PM03-NEV-20-25.6/39.8
Award Date02/08/2022
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP.
Location DescriptionNEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD
QA Service Level1 (Verified on 07/26/2021)

Sample Information

Sample Taken Date05/08/2022 Sample Unique Key7
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 testing05/08/2022
Sample typeQuality Control A brief description of the sampleWeekly Product Report
The quantity of what the sample constitutesPlant Pit From where was the sample collectedManufacturer
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 Materials 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 collectedPerkins Rock Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-08-7
DIME Test ID: 2022-05-08-7-1
Testing Lab: Rinker Materials
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-07-28

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: Calculated
Tester's full name: Teichert
Date of test: 05/08/2022
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 92 %
Cumulative percent passing the #4 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/28/2022