Summary for Test 2016-07-07-16-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209812 DEA: 04264H34 EFIS: 0414000221 COOP: 042535 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-18.6/27.7 |
| Award Date | 11/05/2015 |
| Closeout Date | 12/22/2017 |
| Work Description | PHASE 1 OF MARIN -SONOMA NARROWS HIGH OCCUPANCY VEHICLE WIDENING PROJECT I |
| Location Description | IN MARIN COUNTY IN NOVATO AND NEAR BURDELL AT VARIOUS LOCATIONS FROM SOUTH NOVATO BOULEVARD OVERCROSSINGTO 0.3 MILE NORTH OF REDWOOD LANDFILL OVERCROSSING |
| QA Service Level | 1 (Verified on 09/17/2015) |
Sample Information
| Sample Taken Date | 07/07/2016 | 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 | Concrete Test Samples |
| The quantity of what the sample constitutes | 2 6x12 concrete cylinders | 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 | ASR and SR | Telephone number of sampler | 5103939273 |
| 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 0092R |
| Structure name | Olive UC Br |
Material Information
| Material Type | Concrete | The concrete mix design number | 3365 |
|---|---|---|---|
| The truck number from where the sample was collected | 1224 | The batch plant ticket number from where the sample was collected | 440532 |
| 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 | Sound Wall Barrier |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-07-07-16
DIME Test ID: 2016-07-07-16-1
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: 2016-08-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/04/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 68118 lb
Maximum load on cylinder 2: 67798 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 2425.0 psi
Compressive strength of cylinder 2: 2413.6 psi
Compressive strength (to nearest 10 psi): 2420 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 8/4/2016 ✔