Summary for Test 2015-06-17-3-1
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 209916 DEA: 07259024 EFIS: 0713000046 |
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DIST-CO-RTE-PM | 07-LA-5,10,91,110,134-Var |
Award Date | 12/31/2014 |
Closeout Date | 08/03/2023 |
Work Description | INSTALL AUSTIN VAULT SAND FILTERS AND BIOFILTRATION SWALE AND STRIPS |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/09/2015) |
Sample Information
Sample Taken Date | 06/17/2015 | Sample Unique Key | 3 |
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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 | 06/22/2015 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | None | Last name of sampler or witnessed by | None |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 903-04 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Associated | Transportation Laboratory (TL) Number | 185004 |
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 | 556300 |
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The truck number from where the sample was collected | 273 | The batch plant ticket number from where the sample was collected | Not Included |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | SB I110 Slauson and MAnchester |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-06-17-3
DIME Test ID: 2015-06-17-3-1
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: 2015-07-15
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: 07/15/2015
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 114590 lb
Maximum load on cylinder 2: 118120 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
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4026.4 psi
Compressive strength of cylinder 2: 4150.4 psi
Compressive strength (to nearest 10 psi): 4090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2015 ✔