Summary for Test 2023-02-16-82-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
---|---|
DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 02/16/2023 | Sample Unique Key | 82 |
---|---|---|---|
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 | 02/17/2023 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 7 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Tyler | Last name of sampler or witnessed by | Graber |
Title of sampler | QC Field Tech | Telephone number of sampler | |
Laboratory sample identification | Set 2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Job Site | 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 | 85Q41S1P |
---|---|---|---|
The truck number from where the sample was collected | Load 13 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 2 | |
A detailed description of where the material sample was collected | Span 1 Center | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-02-16-82
DIME Test ID: 2023-02-16-82-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-08-01
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Kaus
Date of test: 03/16/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 91440 lb
Maximum load on cylinder 2: 90730 lb
Maximum load on cylinder 3: 92410 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7280 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/1/2023 ✔