Summary for Test 2020-07-01-3-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 214511 DEA: 010E0004 EFIS: 0113000091 |
---|---|
DIST-CO-RTE-PM | 01-HUM-101-84.4/84.8 |
Award Date | 01/29/2020 |
Closeout Date | 11/22/2023 |
Work Description | BRIDGE RAIL REPLACEMENT. |
Location Description | HUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 11/13/2019) |
Sample Information
Sample Taken Date | 07/01/2020 | Sample Unique Key | 3 |
---|---|---|---|
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 | 07/02/2020 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 6x12 Cylinders | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Mark Patrick | Last name of sampler or witnessed by | Baddu |
Title of sampler | QC Inspector | Telephone number of sampler | |
Laboratory sample identification | 7-18-20-B1B | 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 | Jacoby Creek |
Material Information
Material Type | Concrete | The concrete mix design number | 85LV20F5S |
---|---|---|---|
The truck number from where the sample was collected | 3rd | The batch plant ticket number from where the sample was collected | 1884 |
Concrete batch plant | BP1 | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Bed 1B, 3rd Truck | Where the material sample would have been placed if not sampled | Casting Bed |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2020-07-01-3
DIME Test ID: 2020-07-01-3-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-07-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 07/02/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 144500 lb
Maximum load on cylinder 2: 150500 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): 5220 psi
General comments (publicly viewable) (Max 1000 characters): Break #1: 5111 psi, Break #2: 5323 psi, AVERAGE: 5217 psi
Test was verified on 7/2/2020 ✔