Summary for Test 2018-07-11-17-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
| Award Date | 02/03/2016 |
| Closeout Date | 10/21/2020 |
| Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
| Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
| Sample Taken Date | 07/11/2018 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/13/2018 | Sample type | Quality Assurance |
| A brief description of the sample | concrete cylinders | The quantity of what the sample constitutes | concrete cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Glen |
| Last name of sampler or witnessed by | Lawson | Title of sampler | SR |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | field |
| Transportation Laboratory (TL) Number | 168804 | 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 | 900-317-P620 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 15469 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Jobsite | 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: 2018-07-11-17
DIME Test ID: 2018-07-11-17-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-10-09
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 10/09/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Maximum load on cylinder 1: 208016 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 90 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.65 in^2
Compressive strength of cylinder (to nearest 10 psi): 7260 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 1
Test was verified on 10/9/2018 ✔