Summary for Test 2017-10-26-10-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211507 DEA: 07279114 EFIS: 0715000075 |
---|---|
DIST-CO-RTE-PM | 07-LA-60-R24.4/R25.3 |
Award Date | 09/19/2016 |
Closeout Date | 07/23/2019 |
Work Description | CONSTRUCT RAMPS AND AUXILIARY LANE. |
Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM GRAND AVENUE OVERCROSSING TO 0.1 MILE WEST OF PROSPECTORS UNDERCROSSING |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 10/26/2017 | Sample Unique Key | 10 |
---|---|---|---|
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 | 11/13/2017 |
Sample type | Quality Assurance | 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 | RYAN | Last name of sampler or witnessed by | RAMOS |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 958-22 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 13257422 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | SIGN STRUCTURE OH 2 PILE FOUNDATION MEDIAN |
Structure name | SIGN STRUCTURE OH 2 PILE FOUNDATION MEDIAN |
Material Information
Material Type | Concrete | The concrete mix design number | SM450R4R |
---|---|---|---|
The truck number from where the sample was collected | 1861 | The batch plant ticket number from where the sample was collected | 13257422 |
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 | SIGN STRUCTURE OH 2 PILE FOUNDATION MEDIAN |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-10-26-10
DIME Test ID: 2017-10-26-10-1
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: 2017-11-27
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: 11/24/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 181235 lb
Maximum load on cylinder 2: 196880 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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6410.9 psi
Compressive strength of cylinder 2: 6964.3 psi
Compressive strength (to nearest 10 psi): 6690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/27/2017 ✔