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
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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: 1.00
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: 4,330.1 psi
Compressive strength of cylinder 2: 4,273.3 psi
Compressive strength (to nearest 10 psi): 4300 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2014 ✔