Summary for Test 2022-07-27-60-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-55-58 |
| Award Date | 02/18/2021 |
| Closeout Date | Not set |
| Work Description | TRANCAS CREEK BRIDGE REPLACEMENT |
| Location Description | IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027). |
| QA Service Level | 1 (Verified on 04/02/2021) |
Sample Information
| Sample Taken Date | 07/27/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 07/27/2022 |
| Sample type | Quality Control | A brief description of the sample | voided slabs |
| The quantity of what the sample constitutes | 24CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Alejandro | Last name of sampler or witnessed by | Moreno |
| Title of sampler | Quality Control Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bethlehem Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | SCC-ASH-32_3 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0009615 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | MIDDLE OF THE LOAD | 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: 2022-07-27-60
DIME Test ID: 2022-07-27-60-1
Testing Lab: Bethlehem Construction, Incorporated
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-09-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Alejandro Orozco
Date of test: 08/03/2022
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Maximum load on cylinder 1: 167160 lb
Maximum load on cylinder 2: 163700 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 168 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5850 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2022 ✔