Summary for Test 2023-06-27-133-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994394 DEA: 051M4504 EFIS: 0519000153 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-236-5.4 |
| Award Date | 01/18/2023 |
| Closeout Date | 02/14/2024 |
| Work Description | RETAINING WALL, PAVEMENT, DRAINAGE & PERMANENT EROSION CONTROL. Heartwood Hill |
| Location Description | SANTA CRUZ COUNTY NEAR BOULDER CREEK AT 1.1 MILES NORTH OF BOULDER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/10/2022) |
Sample Information
| Sample Taken Date | 06/27/2023 | Sample Unique Key | 133 |
|---|---|---|---|
| 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 | 06/27/2023 |
| Sample type | Quality Control | A brief description of the sample | concrete |
| The quantity of what the sample constitutes | 100 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Nicole | Last name of sampler or witnessed by | Marcal |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Las Animas Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | C2S30 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 97855 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Truck | 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: 2023-06-27-133
DIME Test ID: 2023-06-27-133-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-12-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 07/25/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 133040 lb
Maximum load on cylinder 2: 131630 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 6
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 4690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/6/2023 ✔