Summary for Test 2020-01-29-14-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213477 DEA: 080H4704 EFIS: 0812000074 |
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DIST-CO-RTE-PM | 08-SBD-2-2.44 |
Award Date | 09/28/2018 |
Closeout Date | 01/18/2022 |
Work Description | WIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS |
Location Description | AT WRIGHTWOOD AT SHEEP CREEK BRIDGE |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 01/29/2020 | Sample Unique Key | 14 |
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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 | 01/30/2020 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | MD | Last name of sampler or witnessed by | Rahman |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | 1002-30 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | SHEEP CREEK BRIDGE |
Material Information
Material Type | Concrete | The concrete mix design number | RRM19030 |
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The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 4828575 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Truck Discharge load 2 | Where the material sample would have been placed if not sampled | Bridge deck for right widen the Sheep Creek Bridge |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2020-01-29-14
DIME Test ID: 2020-01-29-14-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-02-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/10/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 151680 lb
Maximum load on cylinder 2: 147780 lb
Type of fracture pattern of cylinder 1: 3
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: 12 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5382.5 psi
Compressive strength of cylinder 2: 5209.0 psi
Compressive strength (to nearest 10 psi): 5300 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/11/2020 ✔