Summary for Test 2024-05-08-107-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 993671 DEA: 07357704 EFIS: 0719000097 COOP: 075245 |
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DIST-CO-RTE-PM | 07-LA-I-210- |
Award Date | 02/14/2023 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 2 (Verified on 04/04/2022) |
Sample Information
Sample Taken Date | 05/08/2024 | Sample Unique Key | 107 |
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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 | 05/09/2024 |
Sample type | Quality Control | A brief description of the sample | structural concrete |
The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nicholas | Last name of sampler or witnessed by | Martin |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | National ready Mix | 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 | S85E645T1 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 729904 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | SW - 176 slab @ 185+93 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-05-08-107
DIME Test ID: 2024-05-08-107-1
Testing Lab: Sequoia Consultants
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-09-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jorge reyes
Date of test: 06/05/2024
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 133620 lb
Maximum load on cylinder 2: 128530 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 4640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2024 ✔