Summary for Test 2016-04-20-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209537 DEA: 07295704 EFIS: 0713000025 |
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DIST-CO-RTE-PM | 07-LA-605-R0.0/20.5 |
Award Date | 07/21/2014 |
Closeout Date | 09/10/2018 |
Work Description | REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT. |
Location Description | LOS ANGELES COUNTY FROM ORANGE COUNTY LINE TO ROUTE 10/605 SEPARATION |
QA Service Level | 1 (Verified on 11/17/2014) |
Sample Information
Sample Taken Date | 04/20/2016 | Sample Unique Key | 4 |
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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 | 04/25/2016 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | SHERRI | Last name of sampler or witnessed by | BRANNON |
Title of sampler | QA INSPECTOR | Telephone number of sampler | Unknown |
Laboratory sample identification | 930-16 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | PRE CAST | Transportation Laboratory (TL) Number | L48-PCPI-05-16 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 10 605 SEPARATION |
Structure name | CASTING BED B2C |
Material Information
Material Type | Concrete | The concrete mix design number | RRM14062 |
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The truck number from where the sample was collected | 12 | The batch plant ticket number from where the sample was collected | 1510648 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TRUCK | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-04-20-4
DIME Test ID: 2016-04-20-4-1
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: 2016-05-04
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: 05/04/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 172490 lb
Maximum load on cylinder 2: 172600 lb
Type of fracture pattern of cylinder 1: 3
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
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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 6060.8 psi
Compressive strength of cylinder 2: 6064.7 psi
Compressive strength (to nearest 10 psi): 6060 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2016 ✔