Summary for Test 2015-12-07-1-1
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 | 12/07/2015 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 12/09/2015 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | JOHNNY | Last name of sampler or witnessed by | DE LA CRUZ |
| Title of sampler | INSP | Telephone number of sampler | Unknown |
| Laboratory sample identification | 908-3 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | HI GRADE | Transportation Laboratory (TL) Number | 03 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | DS 29 WEST OF BECKEY |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | SITI72A |
|---|---|---|---|
| The truck number from where the sample was collected | 180 | The batch plant ticket number from where the sample was collected | 72437 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | DS 29 FIELD | 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: 2015-12-07-1
DIME Test ID: 2015-12-07-1-1
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: 2015-12-14
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: 12/14/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 93430 lb
Maximum load on cylinder 2: 88810 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
Correction factor for cylinder 2: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 3338.0 psi
Compressive strength of cylinder 2: 3172.9 psi
Compressive strength (to nearest 10 psi): 3260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/14/2015 ✔