Summary for Test 2023-07-29-16-5

Test performed: ASTM C469-14

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 Date07/29/2023 Sample Unique Key16
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 testing01/24/2024
Sample typeDispute Resolution A brief description of the sampleConcrete Cores
The quantity of what the sample constitutes14 Cores From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed byMullins
Title of samplerMREA Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlatiron Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameElmhurst Bridge Frame 3

Material Information

Material TypeConcrete Core Detail descriptionPCC Concrete Cores
Structure namesElmhurst Bridge US 50 Type of materialConcrete

Test Details

DIME Sample ID: 2023-07-29-16
DIME Test ID: 2023-07-29-16-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Test Release Date: 2024-03-11

Test Results


Number of Specimens: 1
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 02/27/2024
Predicted Compressive Strength (specimen 1): 1724 psi
Diameter (specimen 1): 3.74 in
Length (specimen 1): 8.37 in
Cross sectional area specimen 1: 10.9858 in^2
Age (specimen 1): 213 days
Static Modulus of Elasticity (specimen 1): 3.7095 msi
Average Static Modulus of Elasticity: 3.7095 msi
Curing and environmental histories: Field Collected Core, Bag cured for 5 days.
General comments (publicly viewable) (Max 1000 characters): Frame 3 Core #6

Test was verified on 3/11/2024