Summary for Test 2021-08-27-33-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date11/17/2020
Closeout Date02/02/2026
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date08/27/2021 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing08/27/2021 Sample typeQuality Control
A brief description of the sampleOrca Sand The quantity of what the sample constitutes1 Day
From where was the sample collectedSupplier First name of sampler or witnessed byJose
Last name of sampler or witnessed byMurillo Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCentral Ready Mix
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)::PORT MCNEIL QUARRY(ORCA AGGREGATE)
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
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design numberDDGPV2Q3 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-27-33
DIME Test ID: 2021-08-27-33-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-04-13

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 08/30/2021
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 44
Sand reading (test 1): 39
Sand equivalent (test 1): 89
Sand equivalent before temperature correction: 89
Sand equivalent after temperature correction: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022 ✔