Summary for Test 2014-01-15-9311196-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7780 DEA: 112T1824 EFIS: 1100020051 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-4.7/5.6 |
| Award Date | 01/03/2013 |
| Closeout Date | 09/07/2018 |
| Work Description | REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR). |
| Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/10/2012) |
Sample Information
| Sample Taken Date | 01/15/2014 | Sample Unique Key | 9311196 |
|---|---|---|---|
| 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 | Not set |
| Sample type | Verification | A brief description of the sample | Concrete Test Samples |
| The quantity of what the sample constitutes | One Wheel Barrel | From where was the sample collected | Other |
| First name of sampler or witnessed by | Osman | Last name of sampler or witnessed by | Botani |
| Title of sampler | ASR | Telephone number of sampler | (858) 688-1462 |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Vulcan | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | RW 301R-Footing | |
| Structure name | RW 301R |
Material Information
| Material Type | Concrete | The concrete mix design number | 103612F |
|---|---|---|---|
| The truck number from where the sample was collected | 852 | The batch plant ticket number from where the sample was collected | Load12 |
| Concrete batch plant | Not set | The fabricator/manufacturer designation for the sample | Vulcan Materials Company |
| A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | RW 301R-Footing |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-01-15-9311196
DIME Test ID: 2014-01-15-9311196-2
Testing Lab: Leighton Consulting, Incorporated - San Diego
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-02-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Osman Botani
Date of test: 02/03/2014
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: 78600 lb
Maximum load on cylinder 2: 81560 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: 7 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: 2761.8 psi
Compressive strength of cylinder 2: 2865.8 psi
Compressive strength (to nearest 10 psi): 2810 psi
General comments (publicly viewable) (Max 1000 characters): Compliance pending 28 day test results
Test was verified on 2/3/2014 ✔