Summary for Test 2018-12-21-6-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 212910 DEA: 080K2914 EFIS: 0812000098 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-30.9/33.3 |
| Award Date | 03/06/2018 |
| Closeout Date | 09/04/2019 |
| Work Description | LANE REPLACEMENT |
| Location Description | SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/02/2018) |
Sample Information
| Sample Taken Date | 12/21/2018 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 12/26/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Rodriguez |
| Title of sampler | g3 quality technician | Telephone number of sampler | Unknown |
| Laboratory sample identification | 987-12 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | security paving | Transportation Laboratory (TL) Number | 12 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | lean concrete base I 10 redlands EB right lane st Orange st |
| Structure name | lean concrete base I 10 redlands EB right lane st Orange st |
Material Information
| Material Type | Concrete | The concrete mix design number | 1419984 |
|---|---|---|---|
| The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SECURITY PAVING |
| A detailed description of where the material sample was collected | MIDLE OF LOAD | Where the material sample would have been placed if not sampled | lean concrete base I 10 redlands EB right lane st Orange st |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-12-21-6
DIME Test ID: 2018-12-21-6-1
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: 2019-01-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MC
Date of test: 12/28/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 34930 lb
Maximum load on cylinder 2: 35080 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 1227.3 psi
Compressive strength of cylinder 2: 1232.6 psi
Compressive strength (to nearest 10 psi): 1230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/31/2018 ✔