Summary for Test 2026-04-07-23-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 995236
DEA: 060U2904
EFIS: 0616000001
DIST-CO-RTE-PM06-KER-184-1.1/8.3
Award Date08/14/2025
Closeout DateNot set
Work DescriptionCOLD PLANE & OVERLAY WITH HMA/RHMA, CONSTRUCT SIDEWALKS & CURB RAMPS.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD FROM WHARTON AVENUE TO EDISON HIGHWAY
QA Service Level1 (Verified on 12/18/2024)

Sample Information

Sample Taken Date04/07/2026 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing04/09/2026 Sample typeAcceptance
A brief description of the sample3/4" Recycled class 2 AB The quantity of what the sample constitutes1 bags
From where was the sample collectedJob Site First name of sampler or witnessed bySamuel
Last name of sampler or witnessed byFelix Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith white lane
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3936547

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Recycled base material
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 collectedWindrow
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: 2026-04-07-23
DIME Test ID: 2026-04-07-23-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-04-09

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/09/2026
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 9.4
Sand reading (test 1): 3.3
Clay reading (test 2): 9.2
Sand reading (test 2): 3.1
Clay reading (test 3): 9.5
Sand reading (test 3): 3
Sand equivalent (test 1): 36
Sand equivalent (test 2): 34
Sand equivalent (test 3): 32
Sand equivalent before temperature correction: 34
Sand equivalent after temperature correction: 34
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/9/2026 ✔