Summary for Test 2024-04-10-102-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994327
DEA: 081G4704
EFIS: 0816000001
DIST-CO-RTE-PM08-RIV-74-3.1/53.5
Award Date04/06/2023
Closeout Date10/05/2026
Work DescriptionSTRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date04/10/2024 Sample Unique Key102
Date that the sample was received by the laboratory/organization performing the testing04/10/2024 Sample typeAcceptance
A brief description of the sample1" PCC The quantity of what the sample constitutes9 CY
From where was the sample collectedFabricator First name of sampler or witnessed byKalpesh
Last name of sampler or witnessed byPatel Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertson's Ready Mix - San Jacinto/Hemet
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)91-33-0012
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 collectedBelt Cut at Robertson's Hemet Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberRRM22086 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-10-102
DIME Test ID: 2024-04-10-102-4
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-06-12

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Robert Jarquin
Date of test: 04/11/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.8
Sand reading (test 1): 3.9
Clay reading (test 2): 4.8
Sand reading (test 2): 3.9
Sand equivalent (test 1): 82
Sand equivalent (test 2): 82
Sand equivalent before temperature correction: 82
Sand equivalent after temperature correction: 82
General comments (publicly viewable) (Max 1000 characters): WCS

Test was verified on 6/12/2024 ✔