Summary for Test 2015-06-01-2-2
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 209553 DEA: 08336304 EFIS: 0800000608 |
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DIST-CO-RTE-PM | 08-SBD-38-26.3/26.8 |
Award Date | 07/25/2014 |
Closeout Date | 06/13/2016 |
Work Description | BRIDGE DECK REPLACEMENT |
Location Description | SAN BERNARDINO COUNTY NEAR BARTON FLATS AT HATHAWAY CREEK BRIDGE |
QA Service Level | 1 (Verified on 02/27/2015) |
Sample Information
Sample Taken Date | 06/01/2015 | Sample Unique Key | 2 |
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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 | 06/03/2015 |
Sample type | Quality Control | A brief description of the sample | 6x12 |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | k | Last name of sampler or witnessed by | talati |
Title of sampler | te | Telephone number of sampler | Unknown |
Laboratory sample identification | 906-1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | job | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RT 36 PM 26 6 GLASS ROAD AND RT 38 |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | HG78547A |
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The truck number from where the sample was collected | 158 | The batch plant ticket number from where the sample was collected | 293213 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | NP | 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: 2015-06-01-2
DIME Test ID: 2015-06-01-2-2
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: 2015-06-15
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: 06/15/2015
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 160450 lb
Maximum load on cylinder 2: 156130 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5693.8 psi
Compressive strength of cylinder 2: 5540.5 psi
Compressive strength (to nearest 10 psi): 5620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2015 ✔