Summary for Test 2019-12-11-43-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214308 DEA: 044Q4204 EFIS: 0419000391 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-1-24.2, 24.20 |
| Award Date | 06/19/2019 |
| Closeout Date | 10/01/2020 |
| Work Description | Construct Soldier Pile Wall |
| Location Description | On Hwy 1 in Sonoma County |
| QA Service Level | 1 (Verified on 08/16/2019) |
Sample Information
| Sample Taken Date | 12/11/2019 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/17/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | Two cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Keith |
| Last name of sampler or witnessed by | Iwamoto | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Jobsite | |
| Transportation Laboratory (TL) Number | 161428 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 590cl2 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000000 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Jobsite | 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: 2019-12-11-43
DIME Test ID: 2019-12-11-43-1
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: 2020-01-08
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: 01/08/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 144426 lb
Maximum load on cylinder 2: 143651 lb
Type of fracture pattern of cylinder 1: 4
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.45 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Compressive strength of cylinder 1: 5076.5 psi
Compressive strength of cylinder 2: 5049.2 psi
Compressive strength (to nearest 10 psi): 5060 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 1/8/2020 ✔