Summary for Test 2023-12-06-4-5
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994245 DEA: 051H4304 EFIS: 0516000073 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-21.4/21.9 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | San Jose Creek Bridge replacement |
| Location Description | SANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 12/06/2023 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 12/01/2023 |
| Sample type | Quality Control | A brief description of the sample | T-II/V Cement & Flyash Type F |
| The quantity of what the sample constitutes | 32.7 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Benjamin | Last name of sampler or witnessed by | Aragon |
| Title of sampler | QC Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Con-Fab California, LLC - Shafter | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 51-0367L/R | |
| Structure name | San Jose Creek Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | S9.8-25FA |
|---|---|---|---|
| The truck number from where the sample was collected | 89 | The batch plant ticket number from where the sample was collected | 4142 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Sampled from wheelbarrow collected from chute of ready mix truck | Where the material sample would have been placed if not sampled | Box Girder |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-12-06-4
DIME Test ID: 2023-12-06-4-5
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jesus Rodriguez
Date of test: 12/13/2023
Apparent mass of submerged cylinder 1: 1 lb
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: 104405 lb
Maximum load on cylinder 2: 103780 lb
Maximum load on cylinder 3: 99065 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 8150 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2024 ✔