Summary for Test 2021-07-16-67-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Award Date12/15/2020
Closeout DateNot set
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 Date07/16/2021 Sample Unique Key67
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/16/2021
Sample typeQuality Control A brief description of the sampleTop Sand
The quantity of what the sample constitutes1 Day From where was the sample collectedSupplier
First name of sampler or witnessed byErik Last name of sampler or witnessed byHaagensen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMathews Readymix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)31822
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 numberDDJSP8Q3 Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-07-16-67
DIME Test ID: 2021-07-16-67-3
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: 07/19/2021
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):47
Sand reading (test 1):41
Sand equivalent (test 1):88
Sand equivalent before temperature correction:88
Sand equivalent after temperature correction:88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022