Summary for Test 2022-09-08-3-1
Test performed: CTM 521-June 2020
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Project Information
| Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
| Award Date | 09/27/2021 |
| Closeout Date | 03/28/2023 |
| Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
| QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
| Sample Taken Date | 09/08/2022 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Class 2 Concrete | The quantity of what the sample constitutes | 10.5 Cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Isaac |
| Last name of sampler or witnessed by | Gleffe | Title of sampler | ARET |
| Telephone number of sampler | 18053191237 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Calportland/Donaven | |
| 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 | 590GN1010 |
|---|---|---|---|
| The truck number from where the sample was collected | load 1 | The batch plant ticket number from where the sample was collected | 1735273 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Dischard fron 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: 2022-09-08-3
DIME Test ID: 2022-09-08-3-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-09-22
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Salvador Lopez-Zamora
Date of test: 09/08/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 109803 lb
Maximum load on cylinder 2: 118959 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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: 678 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3870.4 psi
Compressive strength of cylinder 2: 4208.0 psi
Compressive strength (to nearest 10 psi): 4040 psi
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 9/22/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.