Summary for Test 2024-09-18-41-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994895
DEA: 060X2804
EFIS: 0618000049
DIST-CO-RTE-PM06-FRE-5-60.1/66.2
Award Date08/31/2023
Closeout Date12/02/2025
Work DescriptionCOLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location DescriptionFRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE
QA Service Level1 (Verified on 06/27/2023)

Sample Information

Sample Taken Date09/18/2024 Sample Unique Key41
Date that the sample was received by the laboratory/organization performing the testing09/20/2024 Sample typeAcceptance
A brief description of the sample3/4" Shoulder Backing The quantity of what the sample constitutes1 bag
From where was the sample collectedJob Site First name of sampler or witnessed byJorge
Last name of sampler or witnessed byMartinez Title of samplerARE
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Coalinga
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0005
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 collectedPM. 62.97
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-09-18-41
DIME Test ID: 2024-09-18-41-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-09-27

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 09/26/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 6.4
Sand reading (test 1): 3.4
Sand equivalent (test 1): 54
Sand equivalent before temperature correction: 54
Sand equivalent after temperature correction: 54
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/27/2024 ✔