Summary for Test 2022-09-21-37-3
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 993771 DEA: 07325204 EFIS: 0716000082 |
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DIST-CO-RTE-PM | 07-LA-210-R36.7/R37.1 |
Award Date | 02/15/2022 |
Closeout Date | 01/29/2024 |
Work Description | San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs |
Location Description | Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING |
QA Service Level | 1 (Verified on 04/21/2022) |
Sample Information
Sample Taken Date | 09/21/2022 | Sample Unique Key | 37 |
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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 | 09/23/2022 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders 4x8 |
The quantity of what the sample constitutes | 10 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Noura | Last name of sampler or witnessed by | Alayyan |
Title of sampler | Struct Insp | Telephone number of sampler | |
Laboratory sample identification | 1044-04 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | National | Transportation Laboratory (TL) Number | 1044-04 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | S72073 |
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The truck number from where the sample was collected | Not Provided | The batch plant ticket number from where the sample was collected | Not Provided |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | EB 210 STA 3510 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-09-21-37
DIME Test ID: 2022-09-21-37-3
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: 2022-10-12
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/12/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 56850 lb
Maximum load on cylinder 2: 57340 lb
Maximum load on cylinder 3: 57780 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: 21 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 4501.2 psi
Compressive strength of cylinder 2: 4540.0 psi
Compressive strength of cylinder 3: 4553.2 psi
Compressive strength (to nearest 10 psi): 4530 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2022 ✔