Summary for Test 2026-02-24-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994675 DEA: 07390204 EFIS: 0722000334 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-47-0.4 / 2.1 |
| Award Date | 01/24/2025 |
| Closeout Date | Not set |
| Work Description | Bridge 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 Description | RTE 47 between Terminal Island and San Pedro PM 0.4/2.1 |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 02/24/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 02/25/2026 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 6 - 4x8 concrete cylinders | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Subramony | Last name of sampler or witnessed by | Krishnamoorthy |
| Title of sampler | Telephone number of sampler | 9512014921 | |
| Laboratory sample identification | 1088-224 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Coreslab Strcutures | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L88-004-26 | Structure unique identifier | |
| Structure name | Trial batch | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 2556-1-TB |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2556 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SCC- Light weight concrete | Where the material sample would have been placed if not sampled | L88-001-26 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-02-24-1
DIME Test ID: 2026-02-24-1-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-03-24
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kennedy Eubany
Date of test: 03/24/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 69650 lb
Maximum load on cylinder 2: 71010 lb
Maximum load on cylinder 3: 75720 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5488.6 psi
Compressive strength of cylinder 2: 5622.3 psi
Compressive strength of cylinder 3: 5995.2 psi
Compressive strength (to nearest 10 psi): 5700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/24/2026 ✔