Summary for Test 2026-08-13-29-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1001616
DEA: 061C0604
EFIS: 0621000014
DIST-CO-RTE-PM06-KER-223-1.8/10.4
Award DateNot set
Closeout DateNot set
Work DescriptionFULL DEPTH RECYCLE AND V-DITCHES.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
QA Service Level1 (Verified on 10/06/2025)

Sample Information

Sample Taken Date08/13/2026 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing08/14/2026 Sample typeQuality Assurance
A brief description of the sampleJPCP-RSC The quantity of what the sample constitutesAggregate for JPCP - RSC
From where was the sample collectedJob Site First name of sampler or witnessed byBarrett
Last name of sampler or witnessed byFelder Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShort Load Concrete
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3945947

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)short load
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 collectedVolumetric Truck
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-08-13-29
DIME Test ID: 2026-08-13-29-4
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-08-14

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: matt Decker
Date of test: 08/14/2026
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 5.5
Sand reading (test 1): 4.7
Sand equivalent (test 1): 86
Sand equivalent before temperature correction: 86
Sand equivalent after temperature correction: 86
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1C0604_37039_260913pdf225.97 KB08/14/20262026-08-13-29-4   Info

Test was verified on 8/14/2026 ✔