Summary for Test 2021-11-22-7-5
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
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DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
Award Date | 03/01/2021 |
Closeout Date | Not set |
Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
Location Description | 101 freeway in Summerland, CA |
QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
Sample Taken Date | 11/22/2021 | Sample Unique Key | 7 |
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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 | 11/23/2021 |
Sample type | Quality Control | A brief description of the sample | PCC |
The quantity of what the sample constitutes | One box girder | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Roberto | Last name of sampler or witnessed by | Reyes |
Title of sampler | QC Technician | 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 | Arroyo Paredon Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | SCC-S95-0F |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1946 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Back of truck chute | Where the material sample would have been placed if not sampled | box girder |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-11-22-7
DIME Test ID: 2021-11-22-7-5
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-11-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Roberto Reyes Perez
Date of test: 11/24/2021
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: 207855 lb
Maximum load on cylinder 2: 202885 lb
Type of fracture pattern of cylinder 1: 5
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
Age of specimen in hours: 16 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): 7260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/29/2021 ✔