Summary for Test 2022-06-04-18-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
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DIST-CO-RTE-PM | 07-LA-10-31.2/37.2 |
Award Date | 11/25/2020 |
Closeout Date | 10/11/2023 |
Work Description | LANE REPLACEMENT |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING |
QA Service Level | 1 (Verified on 01/21/2021) |
Sample Information
Sample Taken Date | 06/04/2022 | Sample Unique Key | 18 |
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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 | 06/04/2022 |
Sample type | Department Acceptance | A brief description of the sample | 6x12 Concrete Cylinders |
The quantity of what the sample constitutes | 500 yd3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
Title of sampler | TEC | Telephone number of sampler | 2137939321 |
Laboratory sample identification | 22-1316 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Security Paving | 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 | G322LRS271 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 247854 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-04-18
DIME Test ID: 2022-06-04-18-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-06-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 06/11/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 93558 lb
Maximum load on cylinder 2: 93734 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3309.4 psi
Compressive strength of cylinder 2: 3315.7 psi
Compressive strength (to nearest 10 psi): 3310 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2022 ✔