Summary for Test 2022-01-24-74-3
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 | 01/24/2022 | Sample Unique Key | 74 |
---|---|---|---|
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 | 01/25/2022 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 20 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Lovett |
Title of sampler | QC Field Technician | Telephone number of sampler | Unknown |
Laboratory sample identification | Set 1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 85Q41S1P |
---|---|---|---|
The truck number from where the sample was collected | Load 1 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 1 |
A detailed description of where the material sample was collected | BNT 4 Lift Column | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2022-01-24-74
DIME Test ID: 2022-01-24-74-3
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: 2023-01-09
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mitchell Rivera
Date of test: 02/21/2022
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
Average diameter of cylinder 4: 4.00 in
Average diameter of cylinder 5: 4.00 in
Maximum load on cylinder 1: 84990 lb
Maximum load on cylinder 2: 82160 lb
Maximum load on cylinder 3: 82880 lb
Maximum load on cylinder 4: 80900 lb
Maximum load on cylinder 5: 85250 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
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 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
Cross sectional area of cylinder 4: 12.57 in^2
Cross sectional area of cylinder 5: 12.57 in^2
Compressive strength (to nearest 10 psi): 6620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/9/2023 ✔