Summary for Test 2019-01-27-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209114 DEA: 040A7104 EFIS: 0400000160 COOP: 042550 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-28.4/29.2 |
| Award Date | 04/30/2014 |
| Closeout Date | 07/23/2020 |
| Work Description | WIDEN ROADS, RECONSTRUCT RAMPS WITH HMA, REPLACE 2 CONC OVERCROSSINGS. |
| Location Description | ALAMEDA COUNTY IN ALAMEDA AND OAKLAND FROM 0.2 MILE SOUTH OF 29TH AVENUE OVERCROSSING TO 0.3 MILE NORTH OF 23RD AVENUE OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/11/2013) |
Sample Information
| Sample Taken Date | 01/27/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 02/26/2019 |
| Sample type | Quality Assurance | A brief description of the sample | cyl |
| The quantity of what the sample constitutes | two | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | max | Last name of sampler or witnessed by | dabilly |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 195906 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | 1521431 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 42050116 |
| 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: 2019-01-27-1
DIME Test ID: 2019-01-27-1-1
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: 2019-03-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JK/LMC
Date of test: 03/01/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 189080 lb
Maximum load on cylinder 2: 182380 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: 33 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 6,664.8 psi
Compressive strength of cylinder 2: 6,408.3 psi
Compressive strength (to nearest 10 psi): 6540 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 3/1/2019 ✔