Summary for Test 2016-05-19-4-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210737 DEA: 073X7114 EFIS: 0715000132 |
---|---|
DIST-CO-RTE-PM | 07-LA-60,126-R7.4/R8.1 |
Award Date | 11/16/2015 |
Closeout Date | 06/16/2021 |
Work Description | REALIGN RAMPS, WIDEN BRIDGE, AND REPLACE RAMPS PAVEMENT. |
Location Description | IN LA COUNTY, IN CITY OF MONTEBELLOAT PARAMOUNT BOULEVARD OVERCROSSING |
QA Service Level | 1 (Verified on 12/11/2015) |
Sample Information
Sample Taken Date | 05/19/2016 | Sample Unique Key | 4 |
---|---|---|---|
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 | 05/20/2016 |
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 | JOHN | Last name of sampler or witnessed by | LEE |
Title of sampler | SR | Telephone number of sampler | Unknown |
Laboratory sample identification | 929-35 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NATIONAL READY MIX | Transportation Laboratory (TL) Number | 111835 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | ROUTE 60 |
Structure name | 60 PARAMOUNT WB ON RAMP |
Material Information
Material Type | Concrete | The concrete mix design number | S72500 |
---|---|---|---|
The truck number from where the sample was collected | 476 | The batch plant ticket number from where the sample was collected | 11835 |
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: 2016-05-19-4
DIME Test ID: 2016-05-19-4-1
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: 2016-06-16
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: 06/16/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 129160 lb
Maximum load on cylinder 2: 120740 lb
Type of fracture pattern of cylinder 1: 2
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4598.1 psi
Compressive strength of cylinder 2: 4298.3 psi
Compressive strength (to nearest 10 psi): 4450 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2016 ✔