Summary for Test 2019-10-17-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212618 DEA: 044G0564 EFIS: 0417000154 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-M2.4/M12.4 |
| Award Date | 11/16/2017 |
| Closeout Date | 12/08/2022 |
| Work Description | ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS |
| Location Description | FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/16/2017) |
Sample Information
| Sample Taken Date | 10/17/2019 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/22/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 LCB cylinders | The quantity of what the sample constitutes | 3 LCB CYLINDERS 6X12 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | PEI |
| Last name of sampler or witnessed by | PEI | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Collected at jobsite | |
| Transportation Laboratory (TL) Number | 181285 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 271 LCB |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | JOB | 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: 2019-10-17-7
DIME Test ID: 2019-10-17-7-1
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: 2019-10-24
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: JK
Date of test: 10/24/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 41047 lb
Maximum load on cylinder 2: 41790 lb
Maximum load on cylinder 3: 42922 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.26 in^2
Cross sectional area of cylinder 2: 28.26 in^2
Cross sectional area of cylinder 3: 28.26 in^2
Compressive strength of cylinder 1: 1452.5 psi
Compressive strength of cylinder 2: 1478.8 psi
Compressive strength of cylinder 3: 1518.8 psi
Compressive strength (to nearest 10 psi): 1480 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 10/24/2019 ✔