Summary for Test 2018-08-27-5-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 213237 DEA: 081G8204 EFIS: 0816000078 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38-3.8/15.0 |
| Award Date | 05/14/2018 |
| Closeout Date | 05/10/2019 |
| Work Description | OVERLAY RUBBERIZED HOT MIX ASPHALT AND UPGRADE ADA RAMPS |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR REDLANDS FROM AGATE AVENUE TO VALLEY OF THE FALLS DRIVE |
| QA Service Level | 1 (Verified on 10/18/2018) |
Sample Information
| Sample Taken Date | 08/27/2018 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 08/28/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | j dela | Last name of sampler or witnessed by | Cruz |
| Title of sampler | te | Telephone number of sampler | 951 232 3688 |
| Laboratory sample identification | 986-0827 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Robertsons Rialto | Transportation Laboratory (TL) Number | 20180827 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | rte138and agate NW and NE spandrels and curbs |
| Structure name | rte138and agate NW and NE spandrels and curbs |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1551 | The batch plant ticket number from where the sample was collected | 3955198 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | all american asphalt |
| A detailed description of where the material sample was collected | MIDLE OF LOAD | Where the material sample would have been placed if not sampled | rte138and agate NW and NE spandrels and curbs |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-08-27-5
DIME Test ID: 2018-08-27-5-1
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: 2018-09-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/04/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 62140 lb
Maximum load on cylinder 2: 61260 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 8 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 2198.1 psi
Compressive strength of cylinder 2: 2159.3 psi
Compressive strength (to nearest 10 psi): 2180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/7/2018 ✔