Summary for Test 2024-06-27-27-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
| Award Date | 08/31/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | STRATFORD KINGS RIVER BRIDGE REPLACEMENT. |
| Location Description | FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/20/2023) |
Sample Information
| Sample Taken Date | 06/27/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/28/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 12- 4X8 Cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Fares |
| Last name of sampler or witnessed by | Thwabah | Title of sampler | ARE |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MCM Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 45-0110 | Structure name | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | NCT09024 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | 117194352 |
| Concrete batch plant | Viking Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Approach slab Abut 8 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-06-27-27
DIME Test ID: 2024-06-27-27-5
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-07-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/11/2024
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: 47810 lb
Maximum load on cylinder 2: 46400 lb
Maximum load on cylinder 3: 48360 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 14 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: 3803.5 psi
Compressive strength of cylinder 2: 3691.3 psi
Compressive strength of cylinder 3: 3847.3 psi
Compressive strength (to nearest 10 psi): 3780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2024 ✔