Summary for Test 2016-08-08-3-1
Test performed: ASTM C39-10
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
Project Identifiers | Project ID: 210569 DEA: 083555V4 EFIS: 0814000086 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-42.5/46.0 |
Award Date | 11/05/2015 |
Closeout Date | 01/18/2022 |
Work Description | WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR. |
Location Description | SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 10/15/2015) |
Sample Information
Sample Taken Date | 08/08/2016 | Sample Unique Key | 3 |
---|---|---|---|
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 | 08/08/2016 |
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 | DARREN | Last name of sampler or witnessed by | HOPPER |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 934 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Robertsons Lucern Quarry | Transportation Laboratory (TL) Number | 029 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | NP |
Structure name | NP |
Material Information
Material Type | Concrete | The concrete mix design number | NP |
---|---|---|---|
The truck number from where the sample was collected | 1694 | The batch plant ticket number from where the sample was collected | 2177207 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | NP | Where the material sample would have been placed if not sampled | RW FOOTING 160 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-08-08-3
DIME Test ID: 2016-08-08-3-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-09-06
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: 09/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 144930 lb
Maximum load on cylinder 2: 148540 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
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5108.6 psi
Compressive strength of cylinder 2: 5219.3 psi
Compressive strength (to nearest 10 psi): 5160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/6/2016 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.