Summary for Test 2016-07-08-16-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210803 DEA: 044A0004 EFIS: 0412000117 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-12.7/14.7 |
| Award Date | 03/17/2016 |
| Closeout Date | 09/07/2022 |
| Work Description | REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
| Location Description | REPLACE BRIDGE RAILINGS AND BRIDGE MEDIAN |
| QA Service Level | 1 (Verified on 09/18/2015) |
Sample Information
| Sample Taken Date | 07/08/2016 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 07/19/2016 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 10.5 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeremy | Last name of sampler or witnessed by | Light |
| Title of sampler | STRUCTURE REP | Telephone number of sampler | (510)393-9273 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Br 27 0080 |
| Structure name | Frietas Parkway OC |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201A |
|---|---|---|---|
| The truck number from where the sample was collected | 1212 | The batch plant ticket number from where the sample was collected | 440648 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from chute | Where the material sample would have been placed if not sampled | Barrier Slab |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-07-08-16
DIME Test ID: 2016-07-08-16-1
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: 2016-08-05
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: 08/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 122591 lb
Maximum load on cylinder 2: 120599 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: 28 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4350.3 psi
Compressive strength of cylinder 2: 4308.6 psi
Compressive strength (to nearest 10 psi): 4330 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 8/5/2016 ✔