DIME - Test Summary

Summary for Test 2024-04-15-41-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
DIST-CO-RTE-PM	04-SOL-80-R10.4/30.2
Award Date	01/18/2022
Closeout Date	Not set
Work Description	Highway widening, overhead signs, and electronic toll system.
Location Description	In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level	1 (Verified on 04/11/2022)

Sample Taken Date	04/15/2024	Sample Unique Key	41
Date that the sample was received by the laboratory/organization performing the testing	04/15/2024	Sample type	Quality Control
A brief description of the sample	Sand	The quantity of what the sample constitutes	Weekly aggregate sample
From where was the sample collected	Supplier	First name of sampler or witnessed by	Teichert
Last name of sampler or witnessed by	Teichert	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Teichert Aggregates - Perkins
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	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 collected	Teichert
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-04-15-41

DIME Test ID: 2024-04-15-41-1

Testing Lab: Rinker Materials

Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-04-22

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

Date of test: 04/15/2024

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 99 %

Cumulative percent passing the #8 sieve: 85 %

Cumulative percent passing the #16 sieve: 72 %

Cumulative percent passing the #30 sieve: 50 %

Cumulative percent passing the #50 sieve: 19 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 2.1 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/22/2024 ✔