Summary for Test 2018-09-26-12-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 211931 DEA: 043G6414 EFIS: 0416000348 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-37.0 |
| Award Date | 03/17/2017 |
| Closeout Date | 04/22/2020 |
| Work Description | SCOUR REPLACE BRIDGE |
| Location Description | NAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 02/15/2017) |
Sample Information
| Sample Taken Date | 09/26/2018 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/01/2018 |
| Sample type | Department Acceptance | A brief description of the sample | 6 X 12 Concrete Cylinder |
| The quantity of what the sample constitutes | 55.50 CY | 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 | Assistant Structure Representative | Telephone number of sampler | 7078122676 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Harold Smith | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Abutment No 2 | |
| Structure name | Napa River Bridge Calistoga |
Material Information
| Material Type | Concrete | The concrete mix design number | CT2 |
|---|---|---|---|
| The truck number from where the sample was collected | 128 | The batch plant ticket number from where the sample was collected | 47321 |
| Concrete batch plant | Harold Smith St Helena | The fabricator/manufacturer designation for the sample | Harold Smith |
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Abutment Seat |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-09-26-12
DIME Test ID: 2018-09-26-12-1
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: 2018-10-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 10/03/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 111581 lb
Maximum load on cylinder 2: 110177 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: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3933.1 psi
Compressive strength of cylinder 2: 3883.6 psi
Compressive strength (to nearest 10 psi): 3910 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 10/3/2018 ✔