Summary for Test 2015-06-11-7-1
Test performed: CTM 521-November 2014Project 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 | 06/11/2015 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/17/2015 |
| 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 | silvia | Last name of sampler or witnessed by | strancer |
| Title of sampler | asr | Telephone number of sampler | Unknown |
| Laboratory sample identification | 908-01 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | job | Transportation Laboratory (TL) Number | 001 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | sheep creek bridge |
| Structure name | pier 2 and 3 footings |
Material Information
| Material Type | Concrete | The concrete mix design number | np |
|---|---|---|---|
| The truck number from where the sample was collected | 180 | The batch plant ticket number from where the sample was collected | np |
| 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. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-11-7
DIME Test ID: 2015-06-11-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-07-09
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: 07/09/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 142150 lb
Maximum load on cylinder 2: 148480 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 28 days
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: 5010.6 psi
Compressive strength of cylinder 2: 5233.7 psi
Compressive strength (to nearest 10 psi): 5120 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2015 ✔