Summary for Test 2015-04-02-4-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7566 DEA: 042640K4 EFIS: 0412000406 COOP: 0412458 |
|---|---|
| DIST-CO-RTE-PM | 04--- |
| Award Date | 11/02/2012 |
| Closeout Date | 06/03/2020 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
| Sample Taken Date | 04/02/2015 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/10/2015 | Sample type | Quality Assurance |
| A brief description of the sample | 4 2X6 Concrete Cylandars | The quantity of what the sample constitutes | RW 179 Wall 8616 to 8712 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Harry |
| Last name of sampler or witnessed by | Suryantaro | Title of sampler | TEC |
| Telephone number of sampler | 510) 385-7179 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | RW 179 St 8616 to 8712 |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | RW 179 Wall | Structure name | RW 179 |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201a |
|---|---|---|---|
| The truck number from where the sample was collected | 1289 | The batch plant ticket number from where the sample was collected | 425029 |
| Concrete batch plant | 04 | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | RW 179 Wall Staton 8616 to 8712 | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-04-02-4
DIME Test ID: 2015-04-02-4-2
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: 2015-04-30
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: 04/30/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.08 in
Maximum load on cylinder 1: 155545 lb
Maximum load on cylinder 2: 163090 lb
Type of fracture pattern of cylinder 1: 2
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: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 29.03 in^2
Compressive strength of cylinder 1: 5465.4 psi
Compressive strength of cylinder 2: 5618.0 psi
Compressive strength (to nearest 10 psi): 5540 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 4/30/2015 ✔