Summary for Test 2019-09-20-3-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 213596
DEA: 051C8904
EFIS: 0513000009
DIST-CO-RTE-PM05-MON-101-87.3/R91.5
Award Date12/13/2018
Closeout Date08/23/2023
Work DescriptionPRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location DescriptionMONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date09/20/2019 Sample Unique Key3
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 testing09/23/2019
Sample typeControl Sample A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerCT METS QA INSPECTOR Telephone number of sampler5599740870
Laboratory sample identification3-28-1 of 2, 3-28- 2 of 2 Linked DIME Sample ID
The fabricator/manufacturer/facility namePro-cast Prodcuts Inc Transportation Laboratory (TL) NumberTL502
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberRRM14062
The truck number from where the sample was collectedLOAD 2 The batch plant ticket number from where the sample was collected4854095
Concrete batch plantRobertsons Ready Mix Redlands CA The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedsampled from revolving drum trcuk into a wheelbarrow Where the material sample would have been placed if not sampledunknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-09-20-3
DIME Test ID: 2019-09-20-3-1
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: 2019-10-18

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: 10/18/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 162290 lb
Maximum load on cylinder 2: 168400 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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5702.4 psi
Compressive strength of cylinder 2: 5917.1 psi
Compressive strength (to nearest 10 psi): 5810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/18/2019