Sample Record

Owner Lab

  • CT HQ - Sacramento Cement Testing Laboratory

DIME Sample ID 2018-06-11-1

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 88888
DEA: SMTL-STOCK
EFIS: SMTL-STOCK
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/11/2018 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing06/11/2018 Sample typeAnnual Source Testing
A brief description of the sampleNavajo Flyash The quantity of what the sample constitutes1 Bucket
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationCM185816
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameBoral
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeCementitious BrandBoral
MillNavajo Type of Cementitious MaterialClass F or N Flyash

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2018-06-11-1-2ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)SD, CT HQ - Sacramento Cement Testing Laboratory09/25/201809/25/2018
Yes
01/29/20197 Day Break -- Specimen 2 break was outside allowable range. Correct final result is 3930 PSI. SAI is 102%Public - Test Data Visible
2018-06-11-1-3ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)SD, CT HQ - Sacramento Cement Testing Laboratory10/16/201810/16/2018
Yes
01/29/201928 Day Break -- Specimen 1 break was outside allowable range. Correct final result is 4580 PSI. SAI is 90%Public - Test Data Visible
2018-06-11-1-4ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) SieveStephen Donnelly, CT HQ - Sacramento Cement Testing Laboratory06/14/2018
Yes
01/29/2019Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2018-06-11-1-2 ASTM C109-11 (Verified)
DIME Test ID: 2018-06-11-1-3 ASTM C109-11 (Verified)
DIME Test ID: 2018-06-11-1-4 ASTM C430-8 (Verified)