Summary for Test 2019-07-02-19-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 212993 DEA: 033F5304 EFIS: 0313000135 |
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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 | 07/02/2019 | Sample Unique Key | 19 |
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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 | 07/02/2019 |
Sample type | Quality Assurance | A brief description of the sample | 3 in UHPC Cylinders |
The quantity of what the sample constitutes | 3 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ROBERT | Last name of sampler or witnessed by | FERRIS |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | JS1212 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 000000000000 |
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: 2019-07-02-19
DIME Test ID: 2019-07-02-19-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-07-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 07/02/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.02 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.01 in
Maximum load on cylinder 1: 69951 lb
Maximum load on cylinder 2: 78841 lb
Maximum load on cylinder 3: 81876 lb
Type of fracture pattern of cylinder 1: 4
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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: no data
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.16 in^2
Cross sectional area of cylinder 2: 7.11 in^2
Cross sectional area of cylinder 3: 7.11 in^2
Compressive strength of cylinder 1: 9769.7 psi
Compressive strength of cylinder 2: 11088.7 psi
Compressive strength of cylinder 3: 11515.6 psi
Compressive strength (to nearest 10 psi): 10790 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 7/3/2019 ✔