Summary for Test 2024-02-24-15-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 994425 DEA: 040K5204 EFIS: 0416000098 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-12-11.0/T17.4 |
| Award Date | 03/21/2023 |
| Closeout Date | Not set |
| Work Description | Overlay with RHMA, replace guardrails, approach slabs and signs. |
| Location Description | Construction on State Highway in Sonoma County from Llano Road to Farmers Lane. |
| QA Service Level | 1 (Verified on 12/07/2022) |
Sample Information
| Sample Taken Date | 02/24/2024 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 02/26/2024 |
| Sample type | Quality Control | A brief description of the sample | 6 X 12 Concrete Cylinder |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brent | Last name of sampler or witnessed by | Van-Y |
| Title of sampler | QC Field Technician | Telephone number of sampler | |
| Laboratory sample identification | HE4X12BM Set 12 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vanguard Construction | 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 | HE4X12BM |
|---|---|---|---|
| The truck number from where the sample was collected | Load 42 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 12 | |
| A detailed description of where the material sample was collected | Plant B, 1035.5 yd | Where the material sample would have been placed if not sampled | |
| From Lot No. | 1 | Bag Lot No. | 1 |
Test Details
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DIME Sample ID: 2024-02-24-15
DIME Test ID: 2024-02-24-15-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-05-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Travis Van-Y
Date of test: 03/24/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 185580 lb
Maximum load on cylinder 2: 191350 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6670 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2024 ✔