Summary for Test 2018-06-04-30-1
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 | 06/04/2018 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/26/2018 | Sample type | Quality Assurance |
| A brief description of the sample | concrete cylinders | The quantity of what the sample constitutes | two cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | j |
| Last name of sampler or witnessed by | jarosz | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Jobsite |
| Transportation Laboratory (TL) Number | 181260 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | rapid set |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 00000000000000000 |
| 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: 2018-06-04-30
DIME Test ID: 2018-06-04-30-1
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: 2018-07-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 07/02/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 257835 lb
Maximum load on cylinder 2: 263194 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 9059.6 psi
Compressive strength of cylinder 2: 9277.2 psi
Compressive strength (to nearest 10 psi): 9170 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2018 ✔