Summary for Test 2023-06-17-21-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 994675
DEA: 07390204
EFIS: 0722000334
DIST-CO-RTE-PM07-LA-47-0.4 / 2.1
Award Date01/24/2025
Closeout DateNot set
Work DescriptionBridge deck replacement with lightweight precast deck panels ultra high performance concrete. Also includes: replacement of seismic sensors, upgrades to median barrier, railings, fences and guard rails. New finger joints.
Location DescriptionRTE 47 between Terminal Island and San Pedro PM 0.4/2.1
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date06/17/2023 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing06/17/2023 Sample typeInformational
A brief description of the sampleDeck Core The quantity of what the sample constitutes1
From where was the sample collectedJob Site First name of sampler or witnessed byAdriana
Last name of sampler or witnessed byOrtiz Title of samplerAMR
Telephone number of sampler Laboratory sample identificationCore 3B
Linked DIME Sample ID The fabricator/manufacturer/facility nameVincent Thomas Bridge
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL144
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete Core Detail descriptionCore 3B
Structure namesVincent Thomas Bridge Type of materialConcrete Core

Test Details

DIME Sample ID: 2023-06-17-21
DIME Test ID: 2023-06-17-21-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-14

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/10/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 2.78 in
Maximum load on cylinder 1: 20030 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): SAMPLE TESTED AFTER SUBJECTED TO ASTM C642
Correction factor for cylinder 1: 0.94
Age of specimen: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 6.07 in^2
Compressive strength of cylinder (to nearest 10 psi): 3100 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): DENSITY C39 IN WATER: 102.2PCF

Test was verified on 8/14/2023 ✔