Summary for Test 2023-04-20-47-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214998 DEA: 044H0504 EFIS: 0413000080 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-12-25.8-33.3 |
| Award Date | 07/29/2022 |
| Closeout Date | 10/12/2026 |
| Work Description | BRIDGE SCOUR MITIGATION |
| Location Description | SONOMA COUNTY NEAR SANTA ROSA AT SONOMA CREEK BRIDGE AND AT HOOKER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/10/2020) |
Sample Information
| Sample Taken Date | 04/20/2023 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/03/2023 | Sample type | Quality Assurance |
| A brief description of the sample | CIDH Wet Hole PCC | The quantity of what the sample constitutes | 9 y3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Keith |
| Last name of sampler or witnessed by | iwamoto | Title of sampler | AST |
| Telephone number of sampler | 5108676764 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Hooker Bridge - 20-0306 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D67112P1 |
|---|---|---|---|
| The truck number from where the sample was collected | 2465 | The batch plant ticket number from where the sample was collected | Petaluma |
| Concrete batch plant | Shamrock Petaluma | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | The hopper of the concrete pump | 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: 2023-04-20-47
DIME Test ID: 2023-04-20-47-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-05-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 05/04/2023
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 77537 lbf
Maximum load on cylinder 2: 87061 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength of cylinder 1: 6109.0 psi
Compressive strength of cylinder 2: 6859.0 psi
Compressive strength (to nearest 10 psi): 6480 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/4/2023 ✔