Summary for Test 2014-09-14-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209284 DEA: 032F21U3 EFIS: 0313000172 COOP: 03130001724 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-2.5/0.6 |
| Award Date | 12/20/2013 |
| Closeout Date | 03/22/2016 |
| Work Description | NOTIFY SMR BEFORE RESPONDING TO ANY REQUESTS FOR INSPECTION OR TESTING.The Design Build project will place overlay, replace bridge joint seals and/or joint seal assemblies, and correct drainage issues on Sacramento River Viaduct and West End Viaduct. |
| Location Description | US Route 50 from PM 2.5 in Yolo County through PM 0.6 in Sacramento County; Route I-5 from |
| QA Service Level | 1 (Verified on 01/16/2014) |
Sample Information
| Sample Taken Date | 09/14/2014 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 09/19/2014 |
| Sample type | Verification | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Other |
| First name of sampler or witnessed by | olig | Last name of sampler or witnessed by | kreypich |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | 0 |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | 1442087 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Truck | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-09-14-1
DIME Test ID: 2014-09-14-1-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-10-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 10/13/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 258814 lb
Maximum load on cylinder 2: 260686 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: 29 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 9246.7 psi
Compressive strength of cylinder 2: 9313.5 psi
Compressive strength (to nearest 10 psi): 9280 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2014 ✔