Summary for Test 2023-11-10-12-8
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 994245 DEA: 051H4304 EFIS: 0516000073 |
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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 | 11/10/2023 | Sample Unique Key | 12 |
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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 | 11/10/2023 |
Sample type | Quality Control | A brief description of the sample | T-II/V Cement & Flyash Type F |
The quantity of what the sample constitutes | 28.5 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 |
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The truck number from where the sample was collected | 113 | The batch plant ticket number from where the sample was collected | 4015 |
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
DIME Sample ID: 2023-11-10-12
DIME Test ID: 2023-11-10-12-8
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: 11/17/2023
Capped in accordance with?: no data
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: 125688 lb
Maximum load on cylinder 2: 114885 lb
Maximum load on cylinder 3: 124847 lb
Type of fracture pattern of cylinder 1: 3
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): 9700 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2024 ✔