Summary for Test 2015-11-11-6-6
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209788 DEA: 034F0704 EFIS: 0314000020 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-17.1 |
| Award Date | 10/31/2014 |
| Closeout Date | 11/30/2017 |
| Work Description | WIDEN STRUCTURE, EXTEND WEAVE LANE, AND ADD RAMP METERING. |
| Location Description | SACRAMENTO COUNTY AT NATOMA OVERHEAD |
| QA Service Level | 1 (Verified on 12/26/2014) |
Sample Information
| Sample Taken Date | 11/11/2015 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 11/12/2015 |
| Sample type | Quality Assurance | A brief description of the sample | Type II Cement 1 inch Aggs |
| The quantity of what the sample constitutes | 10 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Hayes |
| Title of sampler | Assistant SR | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Folsom Ready Mix | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Natoma OH |
Material Information
| Material Type | Concrete | The concrete mix design number | F850AFST0 |
|---|---|---|---|
| The truck number from where the sample was collected | 19 | The batch plant ticket number from where the sample was collected | 509501 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Batch plant |
| A detailed description of where the material sample was collected | Chute discharge into wheel barrel | Where the material sample would have been placed if not sampled | closure pour |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-11-11-6
DIME Test ID: 2015-11-11-6-6
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: 2015-11-16
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins TTO
Date of test: 11/16/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.95 in
Maximum load on cylinder 1: 112804 lb
Maximum load on cylinder 2: 122532 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: 5 days
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Compressive strength of cylinder 1: 4043.2 psi
Compressive strength of cylinder 2: 4406.0 psi
Compressive strength (to nearest 10 psi): 4220 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 11/16/2015 ✔