Summary for Test 2023-02-16-36-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993169 DEA: 050A0904 EFIS: 0513000028 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-156-R1.4/R2.0 |
| Award Date | 12/14/2021 |
| Closeout Date | 07/31/2024 |
| Work Description | WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING. |
| Location Description | MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD |
| QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
| Sample Taken Date | 02/16/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 02/17/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CIDH Wet hole Concrete |
| The quantity of what the sample constitutes | 2 - 6 x 12" Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Thad | Last name of sampler or witnessed by | Transue |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Graniterock Salinas | Transportation Laboratory (TL) Number | 115840 |
| 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 | 087722VP |
|---|---|---|---|
| The truck number from where the sample was collected | 2371 | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Graniterock Salinas Batch | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | CIDH Pile Bent 2 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-02-16-36
DIME Test ID: 2023-02-16-36-1
Testing Lab: CT D05 - Monterey Construction Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-03-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Frank Ortega
Date of test: 03/16/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 177250 lb
Maximum load on cylinder 2: 172060 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength (to nearest 10 psi): 6310 psi
General comments (publicly viewable) (Max 1000 characters): 2 - 6 x 12" Cylinder 28 day break
Test was verified on 3/17/2023 ✔