Summary for Test 2017-01-30-2-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210696 DEA: 080M2804 EFIS: 0800000472 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-171.8/173.8 |
| Award Date | 11/04/2015 |
| Closeout Date | 08/21/2018 |
| Work Description | BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT. |
| Location Description | In SBD County |
| QA Service Level | 1 (Verified on 10/19/2015) |
Sample Information
| Sample Taken Date | 01/30/2017 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/06/2017 | Sample type | Quality Control |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | ABRAHAM |
| Last name of sampler or witnessed by | ALMAW | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 942-13 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CALPORTLAND |
| Transportation Laboratory (TL) Number | 013 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | S OF CENDA DITCH BR TO WHEATON WASH BR | Structure name | CENDA BR ABUT 4 APPROACH SLAB |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | P40AF033 |
|---|---|---|---|
| The truck number from where the sample was collected | 8050 | The batch plant ticket number from where the sample was collected | S589909 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TRUCK | 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: 2017-01-30-2
DIME Test ID: 2017-01-30-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-02-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/14/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 113550 lb
Maximum load on cylinder 2: 119710 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: no data
Age of specimen: 15 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4016.6 psi
Compressive strength of cylinder 2: 4261.7 psi
Compressive strength (to nearest 10 psi): 4140 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2017 ✔