Summary for Test 2017-12-07-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 7428 DEA: 07215944 EFIS: 0700001834 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-4.0/5.9 |
| Award Date | 08/23/2012 |
| Closeout Date | 07/02/2021 |
| Work Description | RECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES. |
| Location Description | LOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/07/2012) |
Sample Information
| Sample Taken Date | 12/07/2017 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 45 CY in Girder G2 6 |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Weeks | Title of sampler | QA Inspector |
| Telephone number of sampler | 951-258-8382 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | OLDCASTLE PRECAST PERRIS | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | L79 | |
| Structure unique identifier | Bridge No 50 3060 Girder G2 6 | Structure name | Sant Antonio Dr UC |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | UV-273 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 57089 |
| Concrete batch plant | Onsite | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Castind Bed B1 | Where the material sample would have been placed if not sampled | Casting Bed B1 Girder G2 6 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2017-12-07-3
DIME Test ID: 2017-12-07-3-1
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: 2017-12-21
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: 12/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 238900 lb
Maximum load on cylinder 2: 234090 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 1.00
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 8477.6 psi
Compressive strength of cylinder 2: 8280.5 psi
Compressive strength (to nearest 10 psi): 8380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/21/2017 ✔