Summary for Test 2019-11-14-11-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214167 DEA: 043Q0504 EFIS: 0419000141 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-24.9/27, 24.9/27.0 |
| Award Date | 04/09/2019 |
| Closeout Date | 03/04/2021 |
| Work Description | Injection grouting and replace PCC slabs |
| Location Description | In Pittsburgh and Antioch, from 0.1 mile west of Century Blvd to 0.1 mile east of Conta Loma Blvd |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 11/14/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 11/15/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders (2 total) |
| The quantity of what the sample constitutes | mix design ver-85-lv | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Cummings |
| Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 209-662-3492 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ConFab Lathrop | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | S29-171-19 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | VER-85LV |
|---|---|---|---|
| The truck number from where the sample was collected | 3 | The batch plant ticket number from where the sample was collected | 4879 |
| Concrete batch plant | onsite Conco | The fabricator/manufacturer designation for the sample | ConFab |
| A detailed description of where the material sample was collected | Form 2 | 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: 2019-11-14-11
DIME Test ID: 2019-11-14-11-2
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: 2019-11-21
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: 11/21/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 173481 lb
Maximum load on cylinder 2: 176830 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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.35 in^2
Cross sectional area of cylinder 2: 28.54 in^2
Compressive strength of cylinder 1: 6119.3 psi
Compressive strength of cylinder 2: 6195.9 psi
Compressive strength (to nearest 10 psi): 6160 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 11/21/2019 ✔