Summary for Test 2023-01-06-34-1
Test performed: CTM 521-June 2012Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 01/06/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 01/13/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PCC cylinders |
| The quantity of what the sample constitutes | 15 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Armon |
| Title of sampler | Structures Rep | Telephone number of sampler | |
| Laboratory sample identification | 2897 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | 7/11 Materials, Ridgecrest | Transportation Laboratory (TL) Number | 09 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 01-01-2023 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 9999 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Sample taken from the chute | 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: 2023-01-06-34
DIME Test ID: 2023-01-06-34-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-02-13
Test Results
Number of specimens: 3
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 02/03/2023
Cylinder Diameter, Cylinder 1 (measurement 1): 12.56 in
Cylinder Diameter, Cylinder 1 (measurement 2): 12.56 in
Cylinder Diameter, Cylinder 2 (measurement 1): 12.56 in
Cylinder Diameter, Cylinder 2 (measurement 2): 12.56 in
Cylinder Diameter, Cylinder 3 (measurement 1): 12.56 in
Cylinder Diameter, Cylinder 3 (measurement 2): 12.56 in
Maximum Load, Cylinder 1: 60185 lb
Maximum Load, Cylinder 2: 60395 lb
Maximum Load, Cylinder 3: 59085 lb
Correction factor: 1
Cylinder Age: 28 days
Break Description of Cylinder 1 (if not 'cone'): no data
Break Description of Cylinder 2 (if not 'cone'): no data
Break Description of Cylinder 3 (if not 'cone'): no data
Average Diameter, Cylinder 1: 12.56 in
Average Diameter, Cylinder 2: 12.56 in
Average Diameter, Cylinder 3: 12.56 in
Cross-Sectional Area of Cylinder 1: 123.9 in^2
Cross-Sectional Area of Cylinder 2: 123.9 in^2
Cross-Sectional Area of Cylinder 3: 123.9 in^2
Average Compressive Strength (to nearest 10): 4770 lb/in^2
Compressive Strength of Cylinder 1: 485.75 lb/in^2
Compressive Strength of Cylinder 2: 487.45 lb/in^2
Compressive Strength of Cylinder 3: 476.88 lb/in^2
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/13/2023 ✔