Summary for Test 2017-08-18-9-4
Test performed: ASTM C39-17aProject 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 | 08/18/2017 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2017 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 14 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Amber |
| Last name of sampler or witnessed by | Christian | Title of sampler | ARE |
| Telephone number of sampler | Unknown | Laboratory sample identification | 942-009 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CALPORTLAND |
| Transportation Laboratory (TL) Number | 009 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 541308l | Structure name | CENDA DITCH BRIDGE |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | P40AF0233SRA |
|---|---|---|---|
| The truck number from where the sample was collected | 8145 | The batch plant ticket number from where the sample was collected | s513039 |
| 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 | CENDA DITCH BRIDGE 541308l stage 2 bridge deck |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-08-18-9
DIME Test ID: 2017-08-18-9-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-09-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 09/15/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 102970 lb
Maximum load on cylinder 2: 102810 lb
Type of fracture pattern of cylinder 1: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3642.4 psi
Compressive strength of cylinder 2: 3636.7 psi
Compressive strength (to nearest 10 psi): 3640 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2017 ✔