Summary for Test 2015-06-15-1-1
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 209681 DEA: 080J9304 EFIS: 0800020192 |
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DIST-CO-RTE-PM | 08-SBD-15-147.6 |
Award Date | 08/25/2014 |
Closeout Date | 07/22/2015 |
Work Description | BRIDGE REHABILITATION |
Location Description | SAN BERNARDINO COUNTY NEAR BAKER AT HALLORAN WASH BRIDGE. |
QA Service Level | 1 (Verified on 10/08/2014) |
Sample Information
Sample Taken Date | 06/15/2015 | 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 | 06/17/2015 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | AHMAD | Last name of sampler or witnessed by | ANKIR |
Title of sampler | STRUCTURAL REP | Telephone number of sampler | Unknown |
Laboratory sample identification | 904-18 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 081418 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | HALLORAN WASH BRIDGE |
Structure name | SOUTH BOND FRONT COLUMNS ENCASEMENT |
Material Information
Material Type | Concrete | The concrete mix design number | SM450P47 |
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The truck number from where the sample was collected | 1 | The batch plant ticket number from where the sample was collected | 1 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | WHEEL BARROW | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-06-15-1
DIME Test ID: 2015-06-15-1-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-06-18
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: 06/18/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 84630 lb
Maximum load on cylinder 2: 85760 lb
Type of fracture pattern of cylinder 1: 3
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
Age of specimen: 3 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: 2983.1 psi
Compressive strength of cylinder 2: 3022.9 psi
Compressive strength (to nearest 10 psi): 3000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2015 ✔