Summary for Test 2022-11-18-67-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994087 DEA: 051G4104 EFIS: 0515000012 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.0/4.8 |
| Award Date | 09/02/2022 |
| Closeout Date | 08/12/2024 |
| Work Description | Santa Claus Lane Bike Path - !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!! |
| Location Description | !!Charge time to 05-0N72U4 per Project Manager / Corridor Manager!! |
| QA Service Level | 1 (Verified on 07/25/2022) |
Sample Information
| Sample Taken Date | 11/18/2022 | Sample Unique Key | 67 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/30/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 65 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dorell |
| Last name of sampler or witnessed by | Harper | Title of sampler | |
| Telephone number of sampler | 6692889248 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta Goleta | |
| Transportation Laboratory (TL) Number | 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 | 725A1Z0P |
|---|---|---|---|
| The truck number from where the sample was collected | 665 | The batch plant ticket number from where the sample was collected | 3432296 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | 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: 2022-11-18-67
DIME Test ID: 2022-11-18-67-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-01-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jesse Gomez
Date of test: 12/30/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar 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: 75600 lb
Maximum load on cylinder 2: 82800 lb
Maximum load on cylinder 3: 82730 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 42 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: 6014.3 psi
Compressive strength of cylinder 2: 6587.1 psi
Compressive strength of cylinder 3: 6581.5 psi
Compressive strength (to nearest 10 psi): 6390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/3/2023 ✔