Summary for Test 2014-06-24-8159571-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-R30.7/R31.7 |
| Award Date | 02/25/2014 |
| Closeout Date | 07/30/2015 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SLY PARK UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/01/2013) |
Sample Information
| Sample Taken Date | 06/24/2014 | Sample Unique Key | 8159571 |
|---|---|---|---|
| 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 | 06/25/2014 |
| Sample type | Verification | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Other |
| First name of sampler or witnessed by | Alfredo | Last name of sampler or witnessed by | Carranza |
| Title of sampler | ASR | Telephone number of sampler | (916) 203-5039 |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 25-0150 | |
| Structure name | Sly Park Rd UC |
Material Information
| Material Type | Concrete | The concrete mix design number | F628AFST0 |
|---|---|---|---|
| The truck number from where the sample was collected | 19 | The batch plant ticket number from where the sample was collected | 1045056 |
| Concrete batch plant | 1A | The fabricator/manufacturer designation for the sample | Not set |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow | Where the material sample would have been placed if not sampled | Abutment 2 wingwall/retaining wall footing |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2014-06-24-8159571
DIME Test ID: 2014-06-24-8159571-3
Testing Lab: CT D03 - Sacramento Sanders Structures Construction Field Office
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-07-23
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brian Ewing
Date of test: 07/22/2014
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: 123235 lb
Maximum load on cylinder 2: 121618 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
Correction factor for cylinder 2: no data
Age of specimen: 28 days
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: 4330.1 psi
Compressive strength of cylinder 2: 4273.3 psi
Compressive strength (to nearest 10 psi): 4300 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2014 ✔