Summary for Test 2018-12-10-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211538 DEA: 043G59U4 EFIS: 0415000066 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-205-0.0/1.004-Ala-580-0.0/8.0,26.1/30.310-SJ-580-13.5/15.4 |
| Award Date | 10/24/2016 |
| Closeout Date | 12/17/2019 |
| Work Description | HMA PAVING, REPLACE APPROACH AND PCC SLABS, PRECAST CONCRETE PAVEMENT. |
| Location Description | ALAMEDA AND SAN JOAQUIN COUNTIES ON ROUTE 580 FROM PATTERSON PASS ROAD OVERCROSSING TO GREENVILLE ROAD OVERHEAD AND FROM EDEN CANYON ROAD UNDERCROSSING TO STROBRIDGE AVENUE UNDERCROSSING ON ROUTE 205 FROM SAN JOAQUIN COUNTY LINE TO MIDWAY ROAD UNDERCROSSI |
| QA Service Level | 1 (Verified on 09/02/2016) |
Sample Information
| Sample Taken Date | 12/10/2018 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/11/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | 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 | QA Inspector | Telephone number of sampler | 9167187759 |
| 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 | S29-120-18 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | KVS80-25F |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Panel | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2018-12-10-1
DIME Test ID: 2018-12-10-1-2
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: 2019-01-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 01/07/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.05 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 261624 lb
Maximum load on cylinder 2: 258511 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.75 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 9100.0 psi
Compressive strength of cylinder 2: 9051.5 psi
Compressive strength (to nearest 10 psi): 9080 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 1/7/2019 ✔