Summary for Test 2018-04-04-2-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 04/04/2018 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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 | Two 6 X 12 Concrete Cylinders |
| The quantity of what the sample constitutes | 16 CY in slab E3 F3 and J3 | 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 | CT METS QA INSPECTOR | Telephone number of sampler | 951 258 8382 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Oldcastle, Perris | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Bridge No 53C2194 | |
| Structure name | Firestone Blvd |
Material Information
| Material Type | Concrete | The concrete mix design number | UV-273-1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 57717 | |
| Concrete batch plant | Onsite OCP Perris | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Casting Bed A4 | Where the material sample would have been placed if not sampled | Voided Slabs E3 F3 and J3 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-04-04-2
DIME Test ID: 2018-04-04-2-1
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: 2018-04-11
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: 04/11/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 212320 lb
Maximum load on cylinder 2: 215880 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: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 7510.4 psi
Compressive strength of cylinder 2: 7609.4 psi
Compressive strength (to nearest 10 psi): 7560 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2018 ✔