Summary for Test 2014-11-25-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 1095 DEA: 033797U4 EFIS: 0300020155 COOP: 030466 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC-80-R10.9/R11.7,M0.0/M10.4 |
| Award Date | 07/29/2011 |
| Closeout Date | 12/08/2017 |
| Work Description | REPLACE PCCP, PLACE HMA, WIDEN BRIDGES AND CONSTRUCT SOUNDWALLS. |
| Location Description | YOLO AND SACRAMENTO COUNTIES IN AND NEAR WEST SACRAMENTO AND SACRAMENTO FROM ROUTE 80/84 SEPARATION TO WATT AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 03/15/2012) |
Sample Information
| Sample Taken Date | 11/25/2014 | 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 | 11/26/2014 |
| Sample type | Quality Control | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jack | Last name of sampler or witnessed by | Rothaus |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 150919 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
| Structure name | Unknown | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | na |
|---|---|---|---|
| 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 | na | 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: 2014-11-25-1
DIME Test ID: 2014-11-25-1-1
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: 2014-12-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 12/01/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 86178 lb
Maximum load on cylinder 2: 89487 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: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 6 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3028.0 psi
Compressive strength of cylinder 2: 3154.3 psi
Compressive strength (to nearest 10 psi): 3090 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 12/1/2014 ✔