Sample Record

Owner Lab

  • CT HQ - Sacramento Concrete Testing Laboratory

DIME Sample ID 2022-05-26-25

Project Information

Project IdentifiersProject ID: 214899
DEA: 033H4504
EFIS: 0318000001
DIST-CO-RTE-PM03-ED-50-33.8/34.2
Award Date07/29/2020
Closeout DateNot set
Work DescriptionCONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date05/26/2022 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 testing05/27/2022
Sample typeQuality Assurance A brief description of the sample2" Cubes
The quantity of what the sample constitutes9 Grout Cubes From where was the sample collectedJob Site
First name of sampler or witnessed byDave Last name of sampler or witnessed byCarlin
Title of samplerSR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGrout Plant Transportation Laboratory (TL) NumberC799080
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameFresh Pond Retaining Wall

Material Information

Material TypeCementitious BrandGrout
MillGrout Type of Cementitious MaterialBlended Cement

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-05-26-25-1ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Spencer AdamsCT HQ - Sacramento Concrete Testing Laboratory05/29/2022Spencer Adams
Yes
05/31/2022Specimen 1 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109. Average of three specimens: 2977 psi
2022-05-26-25-2ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Spencer AdamsCT HQ - Sacramento Concrete Testing Laboratory06/02/2022Spencer Adams
Yes
06/02/2022Specimen 1 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109. Average of Three Specimens: 2910 psi
2022-05-26-25-3ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)Spencer AdamsCT HQ - Sacramento Concrete Testing Laboratory06/23/2022Spencer Adams
Yes
06/23/2022

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-05-26-25-1 ASTM C109-16a (Verified)
DIME Test ID: 2022-05-26-25-2 ASTM C109-16a (Verified)
DIME Test ID: 2022-05-26-25-3 ASTM C109-16a (Verified)