Summary for Test 2016-11-22-1-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211068 DEA: 080N5504 EFIS: 0800020102 |
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DIST-CO-RTE-PM | 08-SBD-40-R105.2/R106.5 |
Award Date | 04/21/2016 |
Closeout Date | 08/09/2018 |
Work Description | REPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/10/2016) |
Sample Information
Sample Taken Date | 11/22/2016 | Sample Unique Key | 1 |
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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 | 11/29/2016 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 6 Concrete Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Leonard | Last name of sampler or witnessed by | Romero |
Title of sampler | Structural Rep | Telephone number of sampler | Unknown |
Laboratory sample identification | 947 SRL6 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Cemex | Transportation Laboratory (TL) Number | SRL 6 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 1592266 |
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The truck number from where the sample was collected | 35842 | The batch plant ticket number from where the sample was collected | 44313344 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Load 1 | Where the material sample would have been placed if not sampled | Pier 9 and 10 Column |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-11-22-1
DIME Test ID: 2016-11-22-1-2
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: 2016-12-06
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: 12/06/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 102840 lb
Maximum load on cylinder 2: 100740 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
Correction factor for cylinder 2: no data
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3661.1 psi
Compressive strength of cylinder 2: 3574.9 psi
Compressive strength (to nearest 10 psi): 3620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/6/2016 ✔