Summary for Test 2016-05-06-6-3
Test performed: ASTM C39-17aProject 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 | 05/06/2016 | 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 | 05/19/2016 |
| Sample type | Acceptance | A brief description of the sample | Olive Ave UC Bridge Barrier Wall |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Nana | Last name of sampler or witnessed by | Budu |
| Title of sampler | TE Civil | Telephone number of sampler | 7078122676 |
| 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 | Olive Ave UC Bridge Barrier Wall |
| Structure name | Olive Ave UC Mod |
Material Information
| Material Type | Concrete | The concrete mix design number | 3172GG |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | RM Harris |
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2016-05-06-6
DIME Test ID: 2016-05-06-6-3
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: 2016-06-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 06/03/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 178809 lb
Maximum load on cylinder 2: 187587 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 6325.0 psi
Compressive strength of cylinder 2: 6678.1 psi
Compressive strength (to nearest 10 psi): 6500 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 6/3/2016 ✔