Summary for Test 2025-01-05-1-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000113
DEA: 060U5004
EFIS: 0615000300
DIST-CO-RTE-PM06-KER-5-10.2/16.0
Award Date08/29/2024
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED).
Location DescriptionKERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION
QA Service Level1 (Verified on 02/26/2024)

Sample Information

Sample Taken Date01/05/2025 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing01/06/2025 Sample typeAcceptance
A brief description of the sampleRSC-ISR The quantity of what the sample constitutes300CY
From where was the sample collectedJob Site First name of sampler or witnessed byNeale
Last name of sampler or witnessed byBrown Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Solari
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)91-15-0114
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 @ Yard
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberG3-24-CTS-376 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-01-05-1
DIME Test ID: 2025-01-05-1-4
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-01-06

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 01/06/2025
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 4.7
Sand reading (test 1): 3.9
Clay reading (test 2): 4.7
Sand reading (test 2): 4
Clay reading (test 3): 4.8
Sand reading (test 3): 4
Sand equivalent (test 1): 83
Sand equivalent (test 2): 86
Sand equivalent (test 3): 84
Sand equivalent before temperature correction: 85
Sand equivalent after temperature correction: 85
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0U5004_37038_250105pdf137.17 KB01/06/20252025-01-05-1-4   Info

Test was verified on 1/6/2025 ✔