Summary for Test 2023-06-13-63-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994244 DEA: 051F6204 EFIS: 0514000039 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-152-1.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 02/14/2024 |
| Work Description | WIDEN BRIDGE, CONCRETE BARRIER, AND MODIFY ELECTRICAL SYSTEM. |
| Location Description | SANTA CRUZ COUNTY NEAR WATSONVILLE AT CORRALITOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 06/13/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 06/22/2023 |
| Sample type | Quality Assurance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | 45 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joseph | Last name of sampler or witnessed by | Esteybar |
| Title of sampler | ASR | Telephone number of sampler | 2094708827 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Graniterock | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 36-0001 | |
| Structure name | Corralitos Creek Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 572590 |
|---|---|---|---|
| The truck number from where the sample was collected | 2424 | The batch plant ticket number from where the sample was collected | 421523 |
| Concrete batch plant | Graniterock | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Barrier rail |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-06-13-63
DIME Test ID: 2023-06-13-63-1
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: 2023-07-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Wesley Rider
Date of test: 07/11/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar 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: 69360 lb
Maximum load on cylinder 2: 71620 lb
Maximum load on cylinder 3: 70350 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength (to nearest 10 psi): 5520 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2023 ✔