Summary for Test 2014-06-13-6301695-4
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 | 06/13/2014 | Sample Unique Key | 6301695 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2014 | Sample type | Verification |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 4 concrete cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | Miller | Title of sampler | SR |
| Telephone number of sampler | (916) 505-6839 | 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 0042 | Structure name | Sly Park Rd UC |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SF718AFST0 |
|---|---|---|---|
| The truck number from where the sample was collected | 27 | The batch plant ticket number from where the sample was collected | 1044479 |
| Concrete batch plant | 1B | 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 | Stage 1 Abutment 2 |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-06-13-6301695
DIME Test ID: 2014-06-13-6301695-4
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: 2014-07-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 06/16/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 61160 lb
Maximum load on cylinder 2: 58346 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: 3 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 2163.4 psi
Compressive strength of cylinder 2: 2063.9 psi
Compressive strength (to nearest 10 psi): 2110 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2014 ✔