Summary for Test 2023-01-27-39-1

Test performed: ASTM C42-13

Project Information

Project IdentifiersProject ID: 994464
DEA: 042Y8804
EFIS: 0423000169
DIST-CO-RTE-PM04-SON-12-15.382/15.382
Award Date01/11/2023
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/17/2023)

Sample Information

Sample Taken Date01/27/2023 Sample Unique Key39
Date that the sample was received by the laboratory/organization performing the testing03/21/2023 Sample typeDepartment Acceptance
A brief description of the sampleRapid Strength Concrete Type III The quantity of what the sample constitutes36 CY
From where was the sample collectedJob Site First name of sampler or witnessed byLauren
Last name of sampler or witnessed byLau Title of samplerAssistant Structure Representative
Telephone number of sampler5103939262 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGhilotti Brothers
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier20-0203R/L Structure nameHwy 12, Dutton Bridge, Approach Slab Northeast, Lane 1
Bid ItemNot set

Material Information

Material TypeConcrete Core Detail descriptionTwo core cylinders are three inch in diameter and about eleven inches tall
Structure namesDutton bridge approach slab Type of materialRapid strength concrete Type III

Test Details

DIME Sample ID: 2023-01-27-39
DIME Test ID: 2023-01-27-39-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Test Release Date: 2023-03-21

Test Results


Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 03/21/2023
Cross Sectional Area: 12.13
Maximum Load: 100025
Length of Core: 5.79
Diameter of Core: 3.93
Type of Fracture: 1
Age of Specimen: 1
L/D Ratio: 1.47
Compressive Strength: 8246
Correction Factor: 0.957
Corrected Strength: 7890
Calculated Density: 0
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/21/2023 ✔