Summary for Test 2019-08-27-12-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 212993 DEA: 033F5304 EFIS: 0313000135 |
---|---|
DIST-CO-RTE-PM | 03-ED-50-67.3 |
Award Date | 11/09/2018 |
Closeout Date | 09/20/2022 |
Work Description | ECHO SUMMIT BRIDGE IS A 24-FT WIDE, THREE-SPAN, REINFORCED CONCRETE GIRDER BRIDGE |
Location Description | EL DORADO COUNTY NEAR MEYERS AT ECHO SUMMIT SIDEHILL VIADUCT |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 08/27/2019 | Sample Unique Key | 12 |
---|---|---|---|
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 | 08/29/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | two | From where was the sample collected | Job Site |
First name of sampler or witnessed by | R | Last name of sampler or witnessed by | Macy |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 011 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | M680 |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 0000000 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-08-27-12
DIME Test ID: 2019-08-27-12-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-09-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 09/04/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 100822 lb
Maximum load on cylinder 2: 104783 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 8 days
Cross sectional area of cylinder 1: 28.26 in^2
Cross sectional area of cylinder 2: 27.98 in^2
Compressive strength of cylinder 1: 3,567.7 psi
Compressive strength of cylinder 2: 3,744.9 psi
Compressive strength (to nearest 10 psi): 3660 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/4/2019 ✔