Summary for Test 2018-02-01-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212494 DEA: 044K8404 EFIS: 0417000368 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-8.2/8.5 |
| Award Date | 06/15/2017 |
| Closeout Date | 10/15/2019 |
| Work Description | IN MARIN CNTY, ON ROUTE 1, PM 8.2/8.5, NEAR STINSON BEACH FR 2.3 TO 2.6 MILES NORTH OF MUIR WOODS RD |
| Location Description | CONSTRUCT SOLDIER PILE WALL (KP 13.1/13.6) EFA VIA DO |
| QA Service Level | 1 (Verified on 07/12/2017) |
Sample Information
| Sample Taken Date | 02/01/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 03/06/2018 |
| Sample type | Quality Assurance | A brief description of the sample | conc cylinders |
| The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeremy | Last name of sampler or witnessed by | Light |
| Title of sampler | ASR | Telephone number of sampler | 5103939273 |
| 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 | 27E0033 |
| Structure name | Soldier Pile Wall | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 4201A |
|---|---|---|---|
| The truck number from where the sample was collected | 1422 | The batch plant ticket number from where the sample was collected | 162741 |
| Concrete batch plant | Shamrock SR | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from chute | Where the material sample would have been placed if not sampled | lower waler |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-02-01-7
DIME Test ID: 2018-02-01-7-1
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: 2018-03-15
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: 03/15/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 153837 lb
Maximum load on cylinder 2: 156866 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: 1.00
Age of specimen: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5386.4 psi
Compressive strength of cylinder 2: 5511.8 psi
Compressive strength (to nearest 10 psi): 5450 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 3/15/2018 ✔