Summary for Test 2023-10-26-39-1
Test performed: ASTM C39-17aProject 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 | 10/26/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 10/26/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cores |
| The quantity of what the sample constitutes | 4 Concrete 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 2 |
Material Information
| Material Type | Concrete Core | Detail description | 4 Concrete Cores |
|---|---|---|---|
| Structure names | Elmhurst Bridge | Type of material | Concrete Cores |
Test Details
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DIME Sample ID: 2023-10-26-39
DIME Test ID: 2023-10-26-39-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-10-31
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 10/31/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.64 in
Average diameter of cylinder 2: 3.64 in
Average diameter of cylinder 3: 3.64 in
Maximum load on cylinder 1: 49400 lb
Maximum load on cylinder 2: 54601 lb
Maximum load on cylinder 3: 55126 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 5 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 10.41 in^2
Cross sectional area of cylinder 2: 10.41 in^2
Cross sectional area of cylinder 3: 10.41 in^2
Compressive strength of cylinder 1: 4745.4 psi
Compressive strength of cylinder 2: 5245.1 psi
Compressive strength of cylinder 3: 5295.5 psi
Compressive strength (to nearest 10 psi): 5100 psi
General comments (publicly viewable) (Max 1000 characters): Cores #1,6,9 were tested for compressive strength.
Test was verified on 10/31/2023 ✔