Summary for Test 2017-10-20-12-2
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 | 10/20/2017 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/06/2017 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jonathan |
| Last name of sampler or witnessed by | Yeo | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 946-73 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | READY MIX CONCRETE |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | RW 2084 | Structure name | RW 2084 |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CM5645 |
|---|---|---|---|
| The truck number from where the sample was collected | 627 | The batch plant ticket number from where the sample was collected | R101113606 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | load 5 | Where the material sample would have been placed if not sampled | RW 2084 stem wall 93 plus 07 to 93 plus 87 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-10-20-12
DIME Test ID: 2017-10-20-12-2
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: 2017-11-20
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: 11/17/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 118320 lb
Maximum load on cylinder 2: 123410 lb
Type of fracture pattern of cylinder 1: 1
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: 1.00
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: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 4142.9 psi
Compressive strength of cylinder 2: 4321.1 psi
Compressive strength (to nearest 10 psi): 4230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/20/2017 ✔