Summary for Test 2022-08-31-49-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 212720 DEA: 07291404 EFIS: 0712000094 |
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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 | 08/31/2022 | Sample Unique Key | 49 |
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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 | 08/31/2022 |
Sample type | Quality Control | A brief description of the sample | Voided Slab |
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 | 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 | 0009927 | |
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
DIME Sample ID: 2022-08-31-49
DIME Test ID: 2022-08-31-49-1
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: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Alejandro Orozco
Date of test: 09/07/2022
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
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 199820 lb
Maximum load on cylinder 2: 191930 lb
Maximum load on cylinder 3: 192160 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 7330 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2022 ✔