Summary for Test 2019-02-25-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212726 DEA: 030F3514 EFIS: 0316000080 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51,99-VAR |
| Award Date | 02/08/2018 |
| Closeout Date | 12/08/2021 |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT AND MODIFY ELECTRICAL SYSTEM; SOLDIER PILES; CONCRETE RETAINING WALL |
| Location Description | SACRAMENTO COUNTY FROM 0.5 MILE SOUTH OF COSUMNES RIVER BOULEVARD TO 0.2 MILE EAST OF ARDEN WAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/02/2018) |
Sample Information
| Sample Taken Date | 02/25/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 02/26/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | two cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | S | Last name of sampler or witnessed by | ANAM |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | 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 | 000000 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 000000000 |
| 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: 2019-02-25-3
DIME Test ID: 2019-02-25-3-1
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: 2019-03-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 03/04/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 83710 lb
Maximum load on cylinder 2: 87670 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: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 2941.3 psi
Compressive strength of cylinder 2: 3101.2 psi
Compressive strength (to nearest 10 psi): 3020 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 3/4/2019 ✔