Summary for Test 2023-01-13-30-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
| Award Date | 01/08/2021 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 01/13/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 01/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Cylinder |
| The quantity of what the sample constitutes | 12 cylinder- 4X8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Albert | Last name of sampler or witnessed by | Heredia |
| Title of sampler | QA Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Lost Hills | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | ND 20527 |
|---|---|---|---|
| The truck number from where the sample was collected | back of truck | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-01-13-30
DIME Test ID: 2023-01-13-30-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-02-10
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 02/10/2023
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: 78570 lb
Maximum load on cylinder 2: 76810 lb
Maximum load on cylinder 3: 79970 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
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 of cylinder 1: 6250.6 psi
Compressive strength of cylinder 2: 6110.6 psi
Compressive strength of cylinder 3: 6362.0 psi
Compressive strength (to nearest 10 psi): 6240 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442554_37000_220113_X | 111.09 KB | 02/10/2023 | 2023-01-13-30-2 | Info |
Test was verified on 2/10/2023 ✔