Summary for Test 2017-04-10-9-3
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209849 DEA: 07258404 EFIS: 0712000102 |
---|---|
DIST-CO-RTE-PM | 07-LA-5-18.4/36.3 |
Award Date | 01/20/2016 |
Closeout Date | 10/04/2019 |
Work Description | IN LOS ANGELES COUNTY IN LOS ANGELES AND BURBANK AT VARIOUS LOCATION FROM ROUTE 60 TO ROUTE 170 CONSTRUCT GROSS SOLID REMOVAL DEVICES |
Location Description | IN LOS ANGELES COUNTY, AT VARIOUS LOCATIONS FROM ROUTE 5/10SEPARATION TO 0.2 MILES NORTH OFFLECTCHER DRIVE UNDERCROSSING |
QA Service Level | 1 (Verified on 08/27/2014) |
Sample Information
Sample Taken Date | 04/10/2017 | Sample Unique Key | 9 |
---|---|---|---|
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 | 04/19/2017 |
Sample type | Quality Assurance | A brief description of the sample | 12 x 6 concrete cylinder |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Tong |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 933-10 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NATIONAL READY MIX | Transportation Laboratory (TL) Number | 170410 |
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 | S63061 |
---|---|---|---|
The truck number from where the sample was collected | 472 | The batch plant ticket number from where the sample was collected | 220194 |
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 | RW 9 AT AVSF FOOTING AT LOC 6 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2017-04-10-9
DIME Test ID: 2017-04-10-9-3
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: 2017-05-08
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: 05/08/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 123720 lb
Maximum load on cylinder 2: 125500 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: 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: 27.99 in^2
Compressive strength of cylinder 1: 4404.4 psi
Compressive strength of cylinder 2: 4483.7 psi
Compressive strength (to nearest 10 psi): 4440 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2017 ✔