Summary for Test 2023-01-06-28-2
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 |
|---|---|---|---|
| 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 | 01/07/2023 |
| 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: 2023-01-06-28-2
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: 2023-02-17
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tom Cromwell
Date of test: 02/03/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 71720 lb
Maximum load on cylinder 2: 68160 lb
Maximum load on cylinder 3: 76020 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 1.00
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: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 5620.7 psi
Compressive strength of cylinder 2: 5341.7 psi
Compressive strength of cylinder 3: 5957.7 psi
Compressive strength (to nearest 10 psi): 5640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/17/2023 ✔