Summary for Test 2023-08-19-36-2

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 Date08/19/2023 Sample Unique Key36
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 testing08/19/2023
Sample typeInformational A brief description of the sampleConcrete Cores
The quantity of what the sample constitutes0-320 CY Aproximate From where was the sample collectedJob Site
First name of sampler or witnessed byMatthew Last name of sampler or witnessed byMenning
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identificationC072923-100 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 name

Material Information

Material TypeConcrete Core Detail descriptionStructural Concrete
Structure namesBridge 11 Type of materialConcrete core

Test Details

DIME Sample ID: 2023-08-19-36
DIME Test ID: 2023-08-19-36-2
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: 2023-09-11

Test Results


Input Type: Calculated
Tester's full name: Javier Lopez
Date of test: 09/09/2023
Length of Core: 7.1 in
Diameter of Core: 3.68 in
Type of Fracture: 3
Age of Specimen: 42 days
L/D Ratio: 1.92
Compressive Strength: 3840 psi
Correction Factor: 1
Corrected Strength: 3840 psi
Calculated Density: 142 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/11/2023