Summary for Test 2019-08-12-11-1
Test performed: ASTM C39-10Project 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 | 08/12/2019 | Sample Unique Key | 11 |
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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 | 08/13/2019 |
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 | ekene | Last name of sampler or witnessed by | CT Lab |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 1002-0812 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | robertsons | Transportation Laboratory (TL) Number | 20190812 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Pedestals at abut 1 and 2 for the Sheep Creek Bridge |
Material Information
Material Type | Concrete | The concrete mix design number | rrm19026 |
---|---|---|---|
The truck number from where the sample was collected | 1967 | The batch plant ticket number from where the sample was collected | 2388996 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Beador Construction |
A detailed description of where the material sample was collected | 7 cy | Where the material sample would have been placed if not sampled | Pedestals at abut 1 and 2 for the Sheep Creek Bridge |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-08-12-11
DIME Test ID: 2019-08-12-11-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-08-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/19/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 91130 lb
Maximum load on cylinder 2: 88390 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3212.2 psi
Compressive strength of cylinder 2: 3115.6 psi
Compressive strength (to nearest 10 psi): 3160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2019 ✔