Summary for Test 2022-04-01-25-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date04/01/2022 Sample Unique Key25
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 testing04/04/2022
Sample typeAcceptance A brief description of the sample1x4 and WCS
The quantity of what the sample constitutes 100 CY From where was the sample collectedJob Site
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of samplerTET Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load- Rte 101 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)91-33-0035, 91-19-0025
The fabricator's/manufacturer's product name for the sampleshort load rapid set The fabricator/manufacturer designation for the samplemix CTS-65-EHI
The plant numbershort load ventura A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1 inch
The concrete mix design numberCTS-65-EHI Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2022-04-01-25
DIME Test ID: 2022-04-01-25-4
Testing Lab: CT D07 - Plant Services
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-04-18

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 04/04/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.3
Sand reading (test 1): 3.9
Clay reading (test 2): 4.9
Sand reading (test 2): 4.5
Sand equivalent (test 1): 91
Sand equivalent (test 2): 92
Sand equivalent before temperature correction: 92
Sand equivalent after temperature correction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/18/2022