Summary for Test 2018-08-15-15-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213153 DEA: 044S7804 EFIS: 0400020145 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-1-24.7 |
| Award Date | 04/26/2018 |
| Closeout Date | 10/17/2019 |
| Work Description | REPLACE EXISTING CULVERTS WITH 36' REINFORCED CONCRETE SLAB BRIDGE. |
| Location Description | MARIN COUNTY NEAR OLEMA AT 1.8 MILES SOUTH OF SIR FRANCIS DRAKE BOULEVARD |
| QA Service Level | 1 (Verified on 06/12/2018) |
Sample Information
| Sample Taken Date | 08/15/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 09/17/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 30cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Pak | Last name of sampler or witnessed by | marr |
| Title of sampler | Assistant SR | Telephone number of sampler | 1-510-385-6764 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Shamrock | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Olema Cr Bridge |
Material Information
| Material Type | Concrete | The concrete mix design number | 3172GG |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 138 |
| Concrete batch plant | Sharmrock petaluma | The fabricator/manufacturer designation for the sample | . |
| A detailed description of where the material sample was collected | CHUTE FROM TRUCK | Where the material sample would have been placed if not sampled | pile 8 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-08-15-15
DIME Test ID: 2018-08-15-15-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-09-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: RM
Date of test: 09/20/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.05 in
Maximum load on cylinder 1: 155602 lb
Maximum load on cylinder 2: 160727 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: 36 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.75 in^2
Compressive strength of cylinder 1: 5448.2 psi
Compressive strength of cylinder 2: 5590.5 psi
Compressive strength (to nearest 10 psi): 5520 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/20/2018 ✔