Summary for Test 2014-01-22-8082210-7
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 8127 DEA: 080N5904 EFIS: 0800000533 |
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DIST-CO-RTE-PM | 08-SBD-40-R85.2 |
Award Date | 02/07/2013 |
Closeout Date | 05/11/2015 |
Work Description | CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE |
Location Description | SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE |
QA Service Level | 1 (Verified on 12/10/2012) |
Sample Information
Sample Taken Date | 01/22/2014 | Sample Unique Key | 8082210 |
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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 | 01/23/2014 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Source |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Sanchez |
Title of sampler | Field Technician | Telephone number of sampler | Not set |
Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | High Grade | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Concrete | The concrete mix design number | SITI2SK |
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The truck number from where the sample was collected | 193 | The batch plant ticket number from where the sample was collected | 813444 |
Concrete batch plant | Not set | The fabricator/manufacturer designation for the sample | Not set |
A detailed description of where the material sample was collected | Concrete Truck 193 | Where the material sample would have been placed if not sampled | West Abutment No. 1 - Second Lift |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2014-01-22-8082210
DIME Test ID: 2014-01-22-8082210-7
Testing Lab: SCST, LLC
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-02-24
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Nicolas Winters
Date of test: 02/19/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 179900 lb
Maximum load on cylinder 2: 181520 lb
Type of fracture pattern of cylinder 1: 2
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: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: no data
Cross sectional area of cylinder 2: no data
Compressive strength (to nearest 10 psi): 6390 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/24/2014 ✔