Summary for Test 2017-04-27-7-1
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 | 04/27/2017 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/28/2017 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | DAVID | Last name of sampler or witnessed by | WEEKS |
| Title of sampler | QA INSP | Telephone number of sampler | Unknown |
| Laboratory sample identification | 852-009 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | OLDCASTLE PRECAST | Transportation Laboratory (TL) Number | L79-7466-009 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RECONSTRUCT AND WIDEN FWY AND UC STRUCT |
| Structure name | Unknown |
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 | 55716 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TUCKER TRANS DIS | 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: 2017-04-27-7
DIME Test ID: 2017-04-27-7-1
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: 2017-05-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 05/04/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 242270 lb
Maximum load on cylinder 2: 235880 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: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 8512.6 psi
Compressive strength of cylinder 2: 8288.1 psi
Compressive strength (to nearest 10 psi): 8400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2017 ✔