Sample Record

Owner Lab

  • CT HQ - Sacramento Cement Testing Laboratory

DIME Sample ID 2020-08-18-6

Project Information

Project IdentifiersProject ID: 8801
DEA: AML-CEM
EFIS: AML-CEM
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/18/2020 Sample Unique Key6
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 testing08/18/2020
Sample typeControl Sample A brief description of the sampleNevada Fernley Control
The quantity of what the sample constitutes1 Bucket From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Telephone number of sampler
Laboratory sample identificationCM209006 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNevada Cement Fernley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandNevada Cement
MillFernley Nevada Type of Cementitious MaterialType II/V Cement

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-08-18-6-2ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Benjamin Lenz, CT HQ - Sacramento Cement Testing Laboratory08/25/2020Benjamin Lenz
No
Info
2020-08-18-6-3ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Benjamin Lenz, CT HQ - Sacramento Cement Testing Laboratory09/15/2020Benjamin Lenz
No
-- Specimen 2 break was outside allowable range. Correct final result is 5250 PSI. Info

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2020-08-18-6-2 ASTM C109-16a
DIME Test ID: 2020-08-18-6-3 ASTM C109-16a