Summary for Test 2020-09-16-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 |
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DIST-CO-RTE-PM | 03-SAC-99-7.92 / 8.4 |
Award Date | 06/24/2020 |
Closeout Date | 11/28/2023 |
Work Description | Remove and replace Consumnes River and Consumnes River Overflow bridge |
Location Description | Sacramento County |
QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
Sample Taken Date | 09/16/2020 | Sample Unique Key | 5 |
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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 | 09/17/2020 |
Sample type | Quality Control | A brief description of the sample | PCC 6"x12" test cylinder |
The quantity of what the sample constitutes | 1 girder | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jorge | Last name of sampler or witnessed by | Garcia |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Con-Fab California, LLC | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Cosumnes River Overflow Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | SCC-S98-10F |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2487 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | back of truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-09-16-5
DIME Test ID: 2020-09-16-5-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-09-24
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jorge Garcia
Date of test: 09/17/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 154215 lb
Maximum load on cylinder 2: 157845 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: 1 days
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): 5570 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/24/2020 ✔