Summary for Test 2023-09-18-67-3

Test performed: ASTM C42-13

Project Information

Project IdentifiersProject ID: 214469
DEA: 030H08U4
EFIS: 0319000029
DIST-CO-RTE-PM03-SAC-50-L0.2/R6.1
Award Date06/30/2020
Closeout DateNot set
Work DescriptionSac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location DescriptionFROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key67
Date that the sample was received by the laboratory/organization performing the testing08/18/2023 Sample typeInformational
A brief description of the sample70 Day Cores The quantity of what the sample constitutesBR 11 Frame 2
From where was the sample collectedJob Site First name of sampler or witnessed byJack
Last name of sampler or witnessed byStewart Title of samplerQV Inspector
Telephone number of sampler Laboratory sample identificationC091823-500
Linked DIME Sample ID The fabricator/manufacturer/facility nameElite Ready Mix Bradshaw
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameBR 11 Frame 2
Bid ItemNot set

Material Information

Material TypeConcrete Core Detail description6 Cores Received due to Low Breaks
Structure namesBR 11 Frame 2 Type of materialConcrete Cores

Test Details

DIME Sample ID: 2023-09-18-67
DIME Test ID: 2023-09-18-67-3
Testing Lab: Sequoia Consultants
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Test Release Date: 2023-09-26

Test Results


Input Type: Calculated
Tester's full name: Jesse Roeske
Date of test: 09/23/2023
Length of Core: 7.5 in
Diameter of Core: 3.69 in
Type of Fracture: 3
Age of Specimen: 70 days
L/D Ratio: 2.03
Compressive Strength: 5450 psi
Correction Factor: 1
Corrected Strength: 5450 psi
Calculated Density: 144 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2023 ✔