Summary for Test 2018-05-10-10-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210735 DEA: 071193U4 EFIS: 0713000007 |
---|---|
DIST-CO-RTE-PM | 07-LA-10-37.2/42.4 |
Award Date | 11/16/2015 |
Closeout Date | 07/11/2022 |
Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
Location Description | IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA |
QA Service Level | 1 (Verified on 03/07/2016) |
Sample Information
Sample Taken Date | 05/10/2018 | 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 | 05/23/2018 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 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 | Elias | Last name of sampler or witnessed by | Jreij |
Title of sampler | ARS | Telephone number of sampler | Unknown |
Laboratory sample identification | 946-510 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | HOLIDAY ROCK upland | Transportation Laboratory (TL) Number | 946-510 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RW2116 CIP |
Structure name | RW2116 CIP |
Material Information
Material Type | Concrete | The concrete mix design number | na |
---|---|---|---|
The truck number from where the sample was collected | 183 | The batch plant ticket number from where the sample was collected | 101125118 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | ATKINSON |
A detailed description of where the material sample was collected | LOAD NUMBER 3 | 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: 2018-05-10-10
DIME Test ID: 2018-05-10-10-1
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: 2018-06-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/07/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 118130 lb
Maximum load on cylinder 2: 117190 lb
Type of fracture pattern of cylinder 1: 2
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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4163.9 psi
Compressive strength of cylinder 2: 4130.8 psi
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2018 ✔