Summary for Test 2016-10-05-24-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL,SM-101-52.0/52.6,0.0/0.6 |
| Award Date | 04/28/2015 |
| Closeout Date | 01/08/2020 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/11/2013) |
Sample Information
| Sample Taken Date | 10/05/2016 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2016 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 4 cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Hector |
| Last name of sampler or witnessed by | Avelica | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Central Concrete |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D15PP562 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 18296857 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Pier 4 Abutment 5 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-10-05-24
DIME Test ID: 2016-10-05-24-2
Testing Lab: Twining, Incorporated - Sacramento
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-03-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Juan Gomez
Date of test: 11/02/2016
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: 171080 lb
Maximum load on cylinder 2: 174320 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: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6110 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/23/2018 ✔