Summary for Test 2016-06-22-9-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-91,15-0.0/13.04, 35.64/45.14 |
| Award Date | 09/09/2013 |
| Closeout Date | 09/20/2023 |
| Work Description | SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas. |
| Location Description | 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14 |
| QA Service Level | 1 (Verified on 08/07/2014) |
Sample Information
| Sample Taken Date | 06/22/2016 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/28/2016 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | JUANCHO | Last name of sampler or witnessed by | SEVILLA |
| Title of sampler | CONSULTANT TECH | Telephone number of sampler | Unknown |
| Laboratory sample identification | 888-SRL244 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Holliday Rock Chino | Transportation Laboratory (TL) Number | SRL 244 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 91 CIP |
| Structure name | BR WALL 140 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CM5634 |
|---|---|---|---|
| The truck number from where the sample was collected | 299 | The batch plant ticket number from where the sample was collected | 118048811 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | LOAD 1 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-06-22-9
DIME Test ID: 2016-06-22-9-1
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: 2016-07-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 07/20/2016
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: 146880 lb
Maximum load on cylinder 2: 147570 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: no data
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 (to nearest 10 psi): 5210 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2016 ✔