Summary for Test 2017-01-07-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
| Award Date | 02/10/2014 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
| Sample Taken Date | 01/07/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/10/2017 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 6 |
| 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 | 882-0107 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Holliday Rock |
| Transportation Laboratory (TL) Number | 101092464 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | ROUTE 10 WEST COVINA | Structure name | CAMERON AVE UC LEFT STEM AND SOFFIT POUR |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CM5848 |
|---|---|---|---|
| The truck number from where the sample was collected | 293 | The batch plant ticket number from where the sample was collected | 101092464 |
| 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 | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-01-07-1
DIME Test ID: 2017-01-07-1-1
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: 2017-01-12
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: 01/12/2017
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: 100350 lb
Maximum load on cylinder 2: 101820 lb
Type of fracture pattern of cylinder 1: 1
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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 5 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: 3537.2 psi
Compressive strength of cylinder 2: 3589.0 psi
Compressive strength (to nearest 10 psi): 3560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2017 ✔