Summary for Test 2024-05-16-100-1

Test performed: ASTM C42-13

Project Information

Project IdentifiersProject ID: 994574
DEA: 050C7334
EFIS: 0518000116
DIST-CO-RTE-PM05-SCR-1-10.5/13.4
Award Date06/29/2023
Closeout DateNot set
Work DescriptionCONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/13/2023)

Sample Information

Sample Taken Date05/16/2024 Sample Unique Key100
Date that the sample was received by the laboratory/organization performing the testing05/21/2024 Sample typeQuality Control
A brief description of the sampleShotcrete Cores The quantity of what the sample constitutes3 cores
From where was the sample collectedJob Site First name of sampler or witnessed byJohn
Last name of sampler or witnessed byHiner Title of sampler
Telephone number of sampler Laboratory sample identification274934
Linked DIME Sample ID The fabricator/manufacturer/facility nameGraniterock
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number08S855
The truck number from where the sample was collected2362 The batch plant ticket number from where the sample was collected427872
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedShotcrete Mockup Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-05-16-100
DIME Test ID: 2024-05-16-100-1
Testing Lab: Construction Testing Services
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Test Release Date: 2024-06-27

Test Results


Input Type: Calculated
Tester's full name: Michael Mahurin
Date of test: 06/13/2024
Length of Core: 5.98 in
Diameter of Core: 2.73 in
Type of Fracture: 3
Age of Specimen: 28 days
L/D Ratio: 2.19
Compressive Strength: 5950 psi
Correction Factor: 0
Corrected Strength: 5950 psi
Calculated Density: 0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2024 ✔