Summary for Test 2026-09-11-63-2
Test performed: ASTM C39-21Project 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 | 09/11/2026 | Sample Unique Key | 63 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/30/2026 | Sample type | Verification |
| A brief description of the sample | 4x8 concrete cylinders/Concrete Sample | The quantity of what the sample constitutes | Three 4x8 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 | Quality Assurance Inspector |
| Telephone number of sampler | 9512014921 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Coreslab Structures | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | L88-012-2026 | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3943068 |
Material Information
| Material Type | Concrete | The concrete mix design number | 2556 hydrolite |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 106482 | |
| Concrete batch plant | In house | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Fabricator yard | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-09-11-63
DIME Test ID: 2026-09-11-63-2
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: 2026-10-09
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: 10/09/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 72200 lb
Maximum load on cylinder 2: 78260 lb
Maximum load on cylinder 3: 74640 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5720.0 psi
Compressive strength of cylinder 2: 6230.0 psi
Compressive strength of cylinder 3: 5910 psi
Compressive strength (to nearest 10 psi): 5950 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/9/2026 ✔