Summary for Test 2016-05-06-6-1
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 | 05/06/2016 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/19/2016 | Sample type | Department 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 |
| Bid Item | Not set |
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
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DIME Sample ID: 2016-05-06-6
DIME Test ID: 2016-05-06-6-1
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: 2016-05-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 05/20/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 158057 lb
Maximum load on cylinder 2: 161419 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: 14 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 5646.9 psi
Compressive strength of cylinder 2: 5785.6 psi
Compressive strength (to nearest 10 psi): 5720 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 5/20/2016 ✔