Summary for Test 2017-02-01-8-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 208682 DEA: 083401U4 EFIS: 0800000609 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-138,138-6.2/6.4,2.3/R15.2 |
| Award Date | 09/10/2014 |
| Closeout Date | 06/23/2021 |
| Work Description | WIDEN TO 4 LNS FR BEEKLEY RD TO JCT 15, ADD 1 LN EB FR PHELAN RD TO |
| Location Description | SAN BERNARDINO COUNTY ON ROUTE 138 NEAR PHELAN FROM 0.6 MILE WEST OF PHELAN ROAD TO THE JUNCTION OF ROUTE 15 AND ON ROUTE 2 FROM 0.1 MILE NORTH OF WILD HORSE CANYON ROAD TO ROUTE 138 |
| QA Service Level | 1 (Verified on 03/11/2013) |
Sample Information
| Sample Taken Date | 02/01/2017 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/20/2017 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | EDDY |
| Last name of sampler or witnessed by | SCOTT | Title of sampler | ASR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 908-1B |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | ROBERTSONS |
| Transportation Laboratory (TL) Number | 20170201B | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | DOUBLE DRAINCREEK BRIDGE | Structure name | BENT 2 LEFT COLUMN |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM 09013 |
|---|---|---|---|
| The truck number from where the sample was collected | 1721 | The batch plant ticket number from where the sample was collected | 2394695 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | CHUTE | 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: 2017-02-01-8
DIME Test ID: 2017-02-01-8-1
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: 2017-03-09
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: 03/01/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 146680 lb
Maximum load on cylinder 2: 142110 lb
Type of fracture pattern of cylinder 1: 1
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 5170.3 psi
Compressive strength of cylinder 2: 5009.2 psi
Compressive strength (to nearest 10 psi): 5090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2017 ✔