Summary for Test 2020-05-08-8-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213651 DEA: 08388524 EFIS: 0812000124 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-330-32.3/32.6,33.4/33.8 |
| Award Date | 11/28/2018 |
| Closeout Date | 10/23/2020 |
| Work Description | REPLACE BRIDGE RAILS AND APPROACH RAILS. |
| Location Description | SAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 02/04/2019) |
Sample Information
| Sample Taken Date | 05/08/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2020 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 10 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | soroush |
| Last name of sampler or witnessed by | mavandadi | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 998-58 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ROBERTSONS REDLAND | |
| Transportation Laboratory (TL) Number | 995-58 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | East fork city creek Br, stage 2 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | rrm19036 |
|---|---|---|---|
| The truck number from where the sample was collected | 1978 | The batch plant ticket number from where the sample was collected | 5422968 |
| Concrete batch plant | Robertsons Redlands | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | chute | Where the material sample would have been placed if not sampled | Barrier Slab at Abutment 1 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-05-08-8
DIME Test ID: 2020-05-08-8-1
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: 2020-06-05
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/05/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 112680 lb
Maximum load on cylinder 2: 112330 lb
Type of fracture pattern of cylinder 1: 1
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3945.4 psi
Compressive strength of cylinder 2: 3946.9 psi
Compressive strength (to nearest 10 psi): 3950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2020 ✔