Summary for Test 2019-07-26-10-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
| Award Date | 02/10/2014 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
| Sample Taken Date | 07/26/2019 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 07/30/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Tong |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 882-726 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | HOLIDAY ROCK | Transportation Laboratory (TL) Number | 20190726 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Puente Bridge E and W Approach slab at middle |
Material Information
| Material Type | Concrete | The concrete mix design number | CT1-C2400 |
|---|---|---|---|
| The truck number from where the sample was collected | 604 | The batch plant ticket number from where the sample was collected | 101146525 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | AMES CONSTRUCTION |
| A detailed description of where the material sample was collected | 5 cy | Where the material sample would have been placed if not sampled | corna ave approach slab right at both abutmet |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-07-26-10
DIME Test ID: 2019-07-26-10-1
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: 2019-08-26
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: 08/23/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 130930 lb
Maximum load on cylinder 2: 130860 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4615.1 psi
Compressive strength of cylinder 2: 4628.9 psi
Compressive strength (to nearest 10 psi): 4620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2019 ✔