Summary for Test 2023-01-06-28-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-154-R31.8/R32.1 |
| Award Date | 11/22/2021 |
| Closeout Date | 07/31/2024 |
| Work Description | CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
| Sample Taken Date | 01/06/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/07/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 10 Cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tom |
| Last name of sampler or witnessed by | Cromwell | Title of sampler | |
| Telephone number of sampler | 8056991626 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Goleta | |
| 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 | 1612111 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 30590477 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | 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: 2023-01-06-28
DIME Test ID: 2023-01-06-28-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-01-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Tom Cromwell
Date of test: 01/13/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 54950 lb
Maximum load on cylinder 2: 56820 lb
Maximum load on cylinder 3: 57540 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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: 7 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): 4490 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/18/2023 ✔