Summary for Test 2018-03-20-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
| Award Date | 11/10/2017 |
| Closeout Date | 01/14/2021 |
| Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
| Sample Taken Date | 03/20/2018 | 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 | 03/22/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6 X 12 Concrete Cylinder |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | WASEAL | Last name of sampler or witnessed by | NAGI |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 976-1 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | CIDH PILES AT BR NO 54 1325L ABUTMENT 8 |
| Structure name | CIDH PILES AT BR NO 54 1325L ABUTMENT 8 |
Material Information
| Material Type | Concrete | The concrete mix design number | NOT PROVIDED |
|---|---|---|---|
| The truck number from where the sample was collected | 1211 | The batch plant ticket number from where the sample was collected | 3520114 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
| A detailed description of where the material sample was collected | NOT PROVIDED | Where the material sample would have been placed if not sampled | CIDH PILES AT BR NO 54 1325L ABUTMENT 8 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-03-20-7
DIME Test ID: 2018-03-20-7-1
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: 2018-04-24
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: 04/17/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 187650 lb
Maximum load on cylinder 2: 178340 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
Correction factor for cylinder 2: 1
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: 28.18 in^2
Compressive strength of cylinder 1: 6614.4 psi
Compressive strength of cylinder 2: 6328.6 psi
Compressive strength (to nearest 10 psi): 6470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2018 ✔