Summary for Test 2018-05-11-5-1
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 | 05/11/2018 | 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 | 05/16/2018 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinder 6 x 12 |
| 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 | 976-6 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Robertsons LUCERNE | Transportation Laboratory (TL) Number | 6 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 54 1325R |
| Structure name | ABUTMENT 8L AT BRIDGE NUMBER 54 1325R |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1195 | The batch plant ticket number from where the sample was collected | 3331307 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Batch plant |
| A detailed description of where the material sample was collected | middleof the load | Where the material sample would have been placed if not sampled | ABUTMENT 8L AT BRIDGE NUMBER 54 1325R |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-05-11-5
DIME Test ID: 2018-05-11-5-1
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: 2018-06-15
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: 06/08/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 136990 lb
Maximum load on cylinder 2: 142340 lb
Type of fracture pattern of cylinder 1: 3
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4845.8 psi
Compressive strength of cylinder 2: 5035.0 psi
Compressive strength (to nearest 10 psi): 4940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2018 ✔