Summary for Test 2024-05-02-16-3
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 | Not set |
| 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 | 05/02/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 05/03/2024 |
| 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | 93T3G50 |
|---|---|---|---|
| The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 158846 |
| Concrete batch plant | Outback | 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 | Pier Caps 7&6 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-05-02-16
DIME Test ID: 2024-05-02-16-3
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: 2024-05-30
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: 05/30/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 90540 lb
Maximum load on cylinder 2: 89850 lb
Maximum load on cylinder 3: 95200 lb
Type of fracture pattern of cylinder 1: 3
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 7134.8 psi
Compressive strength of cylinder 2: 7080.4 psi
Compressive strength of cylinder 3: 7502 psi
Compressive strength (to nearest 10 psi): 7240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2024 ✔