Sample Record

Owner Lab

  • CT HQ - Sacramento Cement Testing Laboratory

DIME Sample ID 2020-01-14-8

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 Key8
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 sampleType IP
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 identificationCM205010 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
MillClarkdale Type of Cementitious MaterialBlended Cement

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-01-14-8-2ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Anthony Valdez Jr, CT HQ - Sacramento Cement Testing Laboratory08/27/2020Anthony Valdez Jr
Yes
06/23/20213 day test -- Specimen 2 break was outside allowable range per Section 14 of ASTM C109-20b. Correct final result is 2530 PSI.
2020-01-14-8-3ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Anthony Valdez Jr, CT HQ - Sacramento Cement Testing Laboratory08/31/2020Anthony Valdez Jr
Yes
06/23/20217 day test
2020-01-14-8-4ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Anthony Valdez Jr, CT HQ - Sacramento Cement Testing Laboratory09/21/2020Anthony Valdez Jr
Yes
06/23/202128 day test -- Specimen 1 break was outside allowable range per Section 14 of ASTM C109-20b. Correct final result is 4610 PSI.
2020-01-14-8-5ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement MortarAnthony Valdez Jr, CT HQ - Sacramento Cement Testing Laboratory02/12/2020Anthony Valdez Jr
Yes
06/23/2021
2020-01-14-8-6ASTM C188-15: Standard Test Method for Density of Hydraulic CementAnthony Valdez Jr, CT HQ - Sacramento Cement Testing Laboratory08/27/2020Anthony Valdez Jr
Yes
06/23/2021
2020-01-14-8-7ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat NeedleStephen Donnelly, CT HQ - Sacramento Cement Testing Laboratory02/06/2020Stephen Donnelly
Yes
06/23/2021
2020-01-14-8-8ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusAnthony Valdez Jr, CT HQ - Sacramento Cement Testing Laboratory07/30/2020Anthony Valdez Jr
Yes
06/23/2021
2020-01-14-8-9ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) SieveStephen Donnelly, CT HQ - Sacramento Cement Testing Laboratory02/19/2020Stephen Donnelly
Yes
06/23/2021

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2020-01-14-8-2 ASTM C109-16a (Verified)
DIME Test ID: 2020-01-14-8-3 ASTM C109-16a (Verified)
DIME Test ID: 2020-01-14-8-4 ASTM C109-16a (Verified)
DIME Test ID: 2020-01-14-8-5 ASTM C185-15a (Verified)
DIME Test ID: 2020-01-14-8-6 ASTM C188-15 (Verified)
DIME Test ID: 2020-01-14-8-7 ASTM C191-13 (Verified)
DIME Test ID: 2020-01-14-8-8 ASTM C204-11 (Verified)
DIME Test ID: 2020-01-14-8-9 ASTM C430-8 (Verified)