Summary for Test 2023-06-13-53-4
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 213741 DEA: 07325704 EFIS: 0716000089 |
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DIST-CO-RTE-PM | 07-LA-5-1.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | BUILDING CONSTRUCTION IN LOS ANGELES COUNTY IN SANTA FE SPRINGS AT 14044 FREEWAY DRIVE. |
Location Description | Santa Fe Springs, At 14044 Freeway Drive. |
QA Service Level | 1 (Verified on 07/08/2019) |
Sample Information
Sample Taken Date | 06/13/2023 | Sample Unique Key | 53 |
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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 | 06/14/2023 |
Sample type | Department Acceptance | A brief description of the sample | 6X12 PCC cylinder |
The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Antonio | Last name of sampler or witnessed by | Picazo |
Title of sampler | TEC | Telephone number of sampler | |
Laboratory sample identification | 23-189 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons Ready Mix | Transportation Laboratory (TL) Number | NA |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SC590B33 |
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The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | NA |
Concrete batch plant | Robertsons Ready Mix | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | truck chute | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-13-53
DIME Test ID: 2023-06-13-53-4
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-07-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 07/11/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 145514 lb
Maximum load on cylinder 2: 145892 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: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5163.7 psi
Compressive strength of cylinder 2: 5126.2 psi
Compressive strength (to nearest 10 psi): 5140 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2023 ✔