Summary for Test 2018-04-24-25-1
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 | 04/24/2018 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 04/25/2018 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | G | 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 | 105222 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | 900-ULW-A |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 13854 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | field | 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: 2018-04-24-25
DIME Test ID: 2018-04-24-25-1
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: 2018-05-22
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 05/22/2018
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: 221608 lb
Maximum load on cylinder 2: 233708 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 1
Age of specimen: 28 days
Age of specimen in hours: no data
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: 7786.6 psi
Compressive strength of cylinder 2: 8211.8 psi
Compressive strength (to nearest 10 psi): 8000 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 5/22/2018 ✔