Summary for Test 2023-07-29-16-5
Test performed: ASTM C469-14Project Information
| Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
| Award Date | 06/30/2020 |
| Closeout Date | Not set |
| Work Description | Sac 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 Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 07/29/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 testing | 01/24/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | Concrete Cores |
| The quantity of what the sample constitutes | 14 Cores | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Mullins |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Flatiron | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Elmhurst Bridge Frame 3 |
Material Information
| Material Type | Concrete Core | Detail description | PCC Concrete Cores |
|---|---|---|---|
| Structure names | Elmhurst Bridge US 50 | Type of material | Concrete |
Test Details
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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 ✔