Sample Record

Owner Lab

  • CT HQ - Sacramento Cement Testing Laboratory

DIME Sample ID 2020-01-14-9

Sample is locked from editing. info

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 Date01/14/2020 Sample Unique Key9
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 testing01/14/2020
Sample typeAnnual Source Testing A brief description of the sampleEscalante Fly Ash
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 sampler Telephone number of sampler
Laboratory sample identificationCM205011 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSMRG Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandSalt River Materials Group
MillEscalante Type of Cementitious MaterialClass F or N Flyash

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-01-14-9-2ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Spencer Adams, CT HQ - Sacramento Cement Testing Laboratory08/25/2020Spencer Adams
Yes
01/06/2021Specimen 3 break was outside allowable range per Section 13 of ASTM C109-16. Correct average compressive strength is 3670 PSI.
2020-01-14-9-3ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Spencer Adams, CT HQ - Sacramento Cement Testing Laboratory09/15/2020Spencer Adams
Yes
01/06/2021Specimen 3 break was outside allowable range per Section 13 of ASTM C109-16. Correct average compressive strength is 5670 PSI.
2020-01-14-9-4ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) SieveStephen Donnelly, CT HQ - Sacramento Cement Testing Laboratory01/29/2020Stephen Donnelly
Yes
01/06/2021

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2020-01-14-9-2 ASTM C109-16a (Verified)
DIME Test ID: 2020-01-14-9-3 ASTM C109-16a (Verified)
DIME Test ID: 2020-01-14-9-4 ASTM C430-8 (Verified)